Bridge Statistics for Camarillo, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 21940-1949
- 81950-1959
- 41960-1969
- 121970-1979
- 111980-1989
- 51990-1999
- 62000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 58.1%Good
- 12.9%Satisfactory
- 25.8%Fair
- 3.2%Poor
- Bridge Condition - Superstructure
- 90.3%Good
- 9.7%Fair
- Bridge Condition - Substructure
- 90.3%Good
- 9.7%Fair
- Bridge Condition - Channel
- 36.1%Excellent
- 44.4%Very good
- 8.3%Good
- 2.8%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 62.5%Good
- 31.3%Satisfactory
- 6.3%Poor
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Structure Number: 52 0003, Location: 07-VEN-001-28.15 (Lat: 34.348556, Lng: -119.422167), Route carried "on" structure: State highway 1, Year Built: 1927, Year Reconstructed: 1936, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2042), Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52 0003, Location: 07-VEN-001-28.15 (Lat: 34.348556, Lng: -119.422167), Route carried "on" structure: State highway 1, Year Built: 1927, Year Reconstructed: 1936, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2042), Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0008, Location: 07-VEN-101-11.44-CMRL (Lat: 34.209025, Lng: -118.993633), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 132,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 204,625 (year 2039), Design Load: HS 20+Mod, Features Intersected: ARROYO CONEJO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.440, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0008, Location: 07-VEN-101-11.44-CMRL (Lat: 34.209025, Lng: -118.993633), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 132,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 204,625 (year 2039), Design Load: HS 20+Mod, Features Intersected: ARROYO CONEJO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.440, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0009, Location: 07-VEN-101-12.76-CMRL (Lat: 34.215894, Lng: -119.014833), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 136,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 205,166 (year 2039), Design Load: HS 20+Mod, Features Intersected: ARROYO CALLEGUAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.760, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0009, Location: 07-VEN-101-12.76-CMRL (Lat: 34.215894, Lng: -119.014833), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 136,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 205,166 (year 2039), Design Load: HS 20+Mod, Features Intersected: ARROYO CALLEGUAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.760, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 39.0m (128.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0010L, Location: 07-VEN-001-9.87 (Lat: 34.112403, Lng: -119.081903), Route carried "on" structure: State highway 1, Year Built: 1934, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,500 (year 2042), Design Load: H 15, Features Intersected: CALLEGUAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.870, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 33.4 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0010L, Location: 07-VEN-001-9.87 (Lat: 34.112403, Lng: -119.081903), Route carried "on" structure: State highway 1, Year Built: 1934, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,500 (year 2042), Design Load: H 15, Features Intersected: CALLEGUAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.870, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 33.4 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0016, Location: 07-VEN-101-13.75-CMRL (Lat: 34.216619, Lng: -119.032378), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 2005, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 144,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 214,560 (year 2038), Design Load: HS 20, Features Intersected: UP RR,AMTRAK,SCRRA,SR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.750, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 52.0m (170.6ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0016, Location: 07-VEN-101-13.75-CMRL (Lat: 34.216619, Lng: -119.032378), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 2005, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 144,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 214,560 (year 2038), Design Load: HS 20, Features Intersected: UP RR,AMTRAK,SCRRA,SR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.750, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 52.0m (170.6ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 005, Location: 07-VEN-118-7.32 (Lat: 34.263639, Lng: -119.057636), Route carried "on" structure: State highway 118, Year Built: 1911, Year Reconstructed: 1993, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 18,000 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 21,483 (year 2041), Design Load: HS 20, Features Intersected: HONDO BARRANCA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.320, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52 005, Location: 07-VEN-118-7.32 (Lat: 34.263639, Lng: -119.057636), Route carried "on" structure: State highway 118, Year Built: 1911, Year Reconstructed: 1993, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 18,000 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 21,483 (year 2041), Design Load: HS 20, Features Intersected: HONDO BARRANCA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.320, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0051, Location: 07-VEN-118-12.98 (Lat: 34.268189, Lng: -118.959378), Route carried "on" structure: State highway 118, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 21,750 (year 2019), Average Future Daily Traffic: 19,871 (year 2041), Design Load: HS 20+Mod, Features Intersected: LONG CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.980, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 52 0051, Location: 07-VEN-118-12.98 (Lat: 34.268189, Lng: -118.959378), Route carried "on" structure: State highway 118, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 21,750 (year 2019), Average Future Daily Traffic: 19,871 (year 2041), Design Load: HS 20+Mod, Features Intersected: LONG CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.980, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 52 0191R, Location: 07-VEN-033-1.57 (Lat: 34.300728, Lng: -119.301492), Route carried "on" structure: State highway 33, Year Built: 1956, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 26,783 (year 2044), Design Load: HS 20, Features Intersected: STANLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.570, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), 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: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52 0191R, Location: 07-VEN-033-1.57 (Lat: 34.300728, Lng: -119.301492), Route carried "on" structure: State highway 33, Year Built: 1956, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 26,783 (year 2044), Design Load: HS 20, Features Intersected: STANLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.570, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), 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: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0198M, Location: 07-VEN-101-18.01-CMRL (Lat: 34.222136, Lng: -119.106567), Route carried "on" structure: US 101, Year Built: 1955, Year Reconstructed: 1985, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 148,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 220,520 (year 2038), Design Load: HS 20, Features Intersected: WOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.010, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 43.0m (141.1ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 52 0198M, Location: 07-VEN-101-18.01-CMRL (Lat: 34.222136, Lng: -119.106567), Route carried "on" structure: US 101, Year Built: 1955, Year Reconstructed: 1985, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 148,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 220,520 (year 2038), Design Load: HS 20, Features Intersected: WOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.010, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 43.0m (141.1ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 52 0203, Location: 07-VEN-101-10.74-CMRL (Lat: 34.205322, Lng: -118.983264), Route carried "on" structure: US 101, Year Built: 1959, Year Reconstructed: 1987, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 132,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 204,625 (year 2039), Design Load: HS 20, Features Intersected: CAMARILLO SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.740, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 41.4m (135.8ft), Out-to-Out Width: 43.2m (141.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0203, Location: 07-VEN-101-10.74-CMRL (Lat: 34.205322, Lng: -118.983264), Route carried "on" structure: US 101, Year Built: 1959, Year Reconstructed: 1987, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 132,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 204,625 (year 2039), Design Load: HS 20, Features Intersected: CAMARILLO SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.740, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 41.4m (135.8ft), Out-to-Out Width: 43.2m (141.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0204, Location: 07-VEN-101-12.30-CMRL (Lat: 34.213403, Lng: -119.007717), Route carried "on" structure: City street N018, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 44,585 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66,432 (year 2039), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0204, Location: 07-VEN-101-12.30-CMRL (Lat: 34.213403, Lng: -119.007717), Route carried "on" structure: City street N018, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 44,585 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66,432 (year 2039), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0246, Location: 07-VEN-101-15.89-CMRL (Lat: 34.218814, Lng: -119.069672), Route carried "on" structure: City street N020, Year Built: 1975, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 24,624 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 36,689 (year 2039), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0246, Location: 07-VEN-101-15.89-CMRL (Lat: 34.218814, Lng: -119.069672), Route carried "on" structure: City street N020, Year Built: 1975, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 24,624 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 36,689 (year 2039), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0348L, Location: 07-VEN-034-R13.27-CMRL (Lat: 34.212425, Lng: -119.036264), Route carried "on" structure: State highway 34, Year Built: 1972, Status: Open, Structure Length: 16.36m (53.67ft), Average Daily Traffic: 18,800 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 24,000 (year 2041), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.270, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0348L, Location: 07-VEN-034-R13.27-CMRL (Lat: 34.212425, Lng: -119.036264), Route carried "on" structure: State highway 34, Year Built: 1972, Status: Open, Structure Length: 16.36m (53.67ft), Average Daily Traffic: 18,800 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 24,000 (year 2041), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.270, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0348R, Location: 07-VEN-034-R13.33-CMRL (Lat: 34.212472, Lng: -119.036139), Route carried "on" structure: State highway 34, Year Built: 2011, Status: Open, Structure Length: 18.70m (61.35ft), Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR, AMTRAK, METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.330, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 45.0m (147.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0348R, Location: 07-VEN-034-R13.33-CMRL (Lat: 34.212472, Lng: -119.036139), Route carried "on" structure: State highway 34, Year Built: 2011, Status: Open, Structure Length: 18.70m (61.35ft), Average Daily Traffic: 10,700 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR, AMTRAK, METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.330, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 45.0m (147.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 037, Location: 07-VEN-101-15.69-CMRL (Lat: 34.218997, Lng: -119.066406), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 144,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 214,560 (year 2038), Design Load: HS 20, Features Intersected: CAMARILLO HILLS DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.690, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 32.0m (105.0ft)
Condition: Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 52 037, Location: 07-VEN-101-15.69-CMRL (Lat: 34.218997, Lng: -119.066406), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 144,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 214,560 (year 2038), Design Load: HS 20, Features Intersected: CAMARILLO HILLS DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.690, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 32.0m (105.0ft)
Condition: Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 52 0413, Location: 07-VEN-101-10.21-CMRL (Lat: 34.200956, Lng: -118.975814), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 47.05m (154.36ft), Average Daily Traffic: 132,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 204,625 (year 2039), Design Load: HS 20, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.210, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0413, Location: 07-VEN-101-10.21-CMRL (Lat: 34.200956, Lng: -118.975814), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 47.05m (154.36ft), Average Daily Traffic: 132,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 204,625 (year 2039), Design Load: HS 20, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.210, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0414, Location: 07-VEN-101-10.56-CMRL (Lat: 34.203578, Lng: -118.981042), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 134,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 168,679 (year 2035), Design Load: HS 20+Mod, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.560, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 43.0m (141.1ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0414, Location: 07-VEN-101-10.56-CMRL (Lat: 34.203578, Lng: -118.981042), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 134,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 168,679 (year 2035), Design Load: HS 20+Mod, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.560, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 43.0m (141.1ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0421L, Location: 07-VEN-001-10.00 (Lat: 34.113381, Lng: -119.082672), Route carried "on" structure: State highway 1, Year Built: 1985, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,500 (year 2042), Design Load: HS 20+Mod, Features Intersected: REVOLON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0421L, Location: 07-VEN-001-10.00 (Lat: 34.113381, Lng: -119.082672), Route carried "on" structure: State highway 1, Year Built: 1985, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,500 (year 2042), Design Load: HS 20+Mod, Features Intersected: REVOLON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0428, Location: 07-VEN-101-14.80-CMRL (Lat: 34.217403, Lng: -119.050292), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 15,820 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 23,747 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROUTE 101, Facility Carried by Structure: CARMEN DR OC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0428, Location: 07-VEN-101-14.80-CMRL (Lat: 34.217403, Lng: -119.050292), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 15,820 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 23,747 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROUTE 101, Facility Carried by Structure: CARMEN DR OC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 044, Location: 07-VEN-033-18.67 (Lat: 34.505611, Lng: -119.277825), Route carried "on" structure: State highway 33, Year Built: 2000, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 650 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 1,781 (year 2037), Design Load: HS 20+Mod, Features Intersected: NORTH FORK MATILIJA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.670, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 044, Location: 07-VEN-033-18.67 (Lat: 34.505611, Lng: -119.277825), Route carried "on" structure: State highway 33, Year Built: 2000, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 650 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 1,781 (year 2037), Design Load: HS 20+Mod, Features Intersected: NORTH FORK MATILIJA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.670, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0447, Location: 07-VEN-101-14.13-CMRL (Lat: 34.217081, Lng: -119.038933), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 9,089 (year 2039), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: ARNEILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0447, Location: 07-VEN-101-14.13-CMRL (Lat: 34.217081, Lng: -119.038933), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 9,089 (year 2039), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: ARNEILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0455, Location: 07-VEN-101-16.79-CMRL (Lat: 34.220106, Lng: -119.085289), Route carried "on" structure: ServiceCity street , Year Built: 2012, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,470 (year 2039), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 00101, Facility Carried by Structure: SPRINGVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.790, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52 0455, Location: 07-VEN-101-16.79-CMRL (Lat: 34.220106, Lng: -119.085289), Route carried "on" structure: ServiceCity street , Year Built: 2012, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,470 (year 2039), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 00101, Facility Carried by Structure: SPRINGVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.790, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0074, Location: 1.9 MI E OF RICE AVE (Lat: 34.201656, Lng: -119.110067), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,416 (year 2040), Design Load: HS 20, Features Intersected: REVOLON SLOUGH, Facility Carried by Structure: STURGIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52C0074, Location: 1.9 MI E OF RICE AVE (Lat: 34.201656, Lng: -119.110067), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,416 (year 2040), Design Load: HS 20, Features Intersected: REVOLON SLOUGH, Facility Carried by Structure: STURGIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 52C0082, Location: 0.4 MI E TAPO ST (Lat: 34.271653, Lng: -118.701089), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 23,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 30,282 (year 2038), Features Intersected: LAS LLAJAS CREEK, Facility Carried by Structure: E. LOS ANGELES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 52C0082, Location: 0.4 MI E TAPO ST (Lat: 34.271653, Lng: -118.701089), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 23,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 30,282 (year 2038), Features Intersected: LAS LLAJAS CREEK, Facility Carried by Structure: E. LOS ANGELES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 52C0086, Location: 0.2 MI S OF US 101 (Lat: 34.216100, Lng: -119.068658), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1999, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 27,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 50,457 (year 2038), Design Load: HS 20, Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 0.3m (1.0ft)
Condition: Channel: Excellent, Culverts: Poor, Operating Rating: 95.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,600,000
Structure Number: 52C0086, Location: 0.2 MI S OF US 101 (Lat: 34.216100, Lng: -119.068658), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1999, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 27,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 50,457 (year 2038), Design Load: HS 20, Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 0.3m (1.0ft)
Condition: Channel: Excellent, Culverts: Poor, Operating Rating: 95.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,600,000
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Structure Number: 52C0092, Location: 0.1 MI S/O LEWIS RD. (Lat: 34.179372, Lng: -119.044461), Route carried "on" structure: County highway , Year Built: 1942, Year Reconstructed: 1961, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 6,700 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,299 (year 2038), Design Load: H 15, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: OLD LEWIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 52C0092, Location: 0.1 MI S/O LEWIS RD. (Lat: 34.179372, Lng: -119.044461), Route carried "on" structure: County highway , Year Built: 1942, Year Reconstructed: 1961, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 6,700 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,299 (year 2038), Design Load: H 15, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: OLD LEWIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 52C0099, Location: 0.7 MI N/W OF US-101 (Lat: 34.230031, Lng: -119.112347), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 12,900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 20,040 (year 2036), Features Intersected: BEARDSLEY WASH, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Excellent, 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: Superior to present desirable 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
Structure Number: 52C0099, Location: 0.7 MI N/W OF US-101 (Lat: 34.230031, Lng: -119.112347), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 12,900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 20,040 (year 2036), Features Intersected: BEARDSLEY WASH, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Excellent, 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: Superior to present desirable 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
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Structure Number: 52C0114, Location: 0.1 MI S PONDEROSA DR (Lat: 34.223328, Lng: -119.061328), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,190 (year 2038), Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: ROSEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52C0114, Location: 0.1 MI S PONDEROSA DR (Lat: 34.223328, Lng: -119.061328), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 4,190 (year 2038), Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: ROSEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52C0146, Location: 0.2 MI W OF WOOD ROAD (Lat: 34.176228, Lng: -119.099947), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,868 (year 2038), Features Intersected: REVOLON SLOUGH, Facility Carried by Structure: LAGUNA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Excellent, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 52C0146, Location: 0.2 MI W OF WOOD ROAD (Lat: 34.176228, Lng: -119.099947), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,868 (year 2038), Features Intersected: REVOLON SLOUGH, Facility Carried by Structure: LAGUNA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Excellent, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 52C0147, Location: 0.45 MI S OF LAGUNA RD. (Lat: 34.170225, Lng: -119.096344), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,550 (year 2038), Features Intersected: REVOLON SLOUGH, Facility Carried by Structure: WOOD RD
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 52C0147, Location: 0.45 MI S OF LAGUNA RD. (Lat: 34.170225, Lng: -119.096344), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,550 (year 2038), Features Intersected: REVOLON SLOUGH, Facility Carried by Structure: WOOD RD
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 52C018, Location: 0.30 MI S OF STE RTE 118 (Lat: 34.259475, Lng: -119.060617), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,880 (year 2038), Features Intersected: BEARDSLEY WASH, Facility Carried by Structure: CENTER SCHOOL RD
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: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 52C018, Location: 0.30 MI S OF STE RTE 118 (Lat: 34.259475, Lng: -119.060617), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,880 (year 2038), Features Intersected: BEARDSLEY WASH, Facility Carried by Structure: CENTER SCHOOL RD
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: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Very 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 52C0182, Location: 0.2 MI W DONLON RD (Lat: 34.280161, Lng: -118.993897), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,045 (year 2038), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E KINGSGROVE DRIVE
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very 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: Febuary 2021
Structure Number: 52C0182, Location: 0.2 MI W DONLON RD (Lat: 34.280161, Lng: -118.993897), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,045 (year 2038), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: E KINGSGROVE DRIVE
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very 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: Febuary 2021
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Structure Number: 52C0222, Location: 0.5 MI E LEWIS RD (Lat: 34.224850, Lng: -119.014819), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 15,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 19,972 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: ADOLFO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C0222, Location: 0.5 MI E LEWIS RD (Lat: 34.224850, Lng: -119.014819), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 15,000 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 19,972 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: ADOLFO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C024, Location: 0.01 MI S PONDEROSA DR (Lat: 34.223364, Lng: -119.054878), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 4,190 (year 2038), Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: LANTANA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 52C024, Location: 0.01 MI S PONDEROSA DR (Lat: 34.223364, Lng: -119.054878), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 4,190 (year 2038), Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: LANTANA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 52C0266, Location: 0.3 MI E. LEWIS RD (Lat: 34.239469, Lng: -119.007569), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 15,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 17,870 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: UPLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C0266, Location: 0.3 MI E. LEWIS RD (Lat: 34.239469, Lng: -119.007569), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 15,000 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 17,870 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: UPLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C027, Location: 1.5 MI E OF PLSNT VLLY RD (Lat: 34.205664, Lng: -118.998203), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 2,357 (year 2038), Design Load: HS 20+Mod, Features Intersected: CONEJO CREEK, Facility Carried by Structure: RIDGEVIEW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C027, Location: 1.5 MI E OF PLSNT VLLY RD (Lat: 34.205664, Lng: -118.998203), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 2,357 (year 2038), Design Load: HS 20+Mod, Features Intersected: CONEJO CREEK, Facility Carried by Structure: RIDGEVIEW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0275, Location: AT LEWIS RD & POTRERO RD (Lat: 34.164519, Lng: -119.062331), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 15,612 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: HUENEME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 53.5m (175.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C0275, Location: AT LEWIS RD & POTRERO RD (Lat: 34.164519, Lng: -119.062331), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 15,612 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: HUENEME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 53.5m (175.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0279, Location: 0.5 MI W ADOLFO RD (Lat: 34.216247, Lng: -119.015750), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 22,075 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: MISSION OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C0279, Location: 0.5 MI W ADOLFO RD (Lat: 34.216247, Lng: -119.015750), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 10,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 22,075 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: MISSION OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0284, Location: 1 MI SW O RTE 101 (Lat: 34.205289, Lng: -119.017900), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25,504 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C0284, Location: 1 MI SW O RTE 101 (Lat: 34.205289, Lng: -119.017900), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25,504 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0287, Location: AT LEWIS RD (Lat: 34.171006, Lng: -119.053936), Route carried "on" structure: County highway , Year Built: 2007, Status: Not yet open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52C0287, Location: AT LEWIS RD (Lat: 34.171006, Lng: -119.053936), Route carried "on" structure: County highway , Year Built: 2007, Status: Not yet open, Structure Length: 8.40m (27.56ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2038), Design Load: HS 20+Mod, Features Intersected: CALLEGUAS CREEK, Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0302, Location: 0.3 MI E/O LAS POSAS RD. (Lat: 34.219444, Lng: -119.066139), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 7,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 9,000 (year 2035), Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: E. DAILY DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Channel: Excellent, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52C0302, Location: 0.3 MI E/O LAS POSAS RD. (Lat: 34.219444, Lng: -119.066139), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 7,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 9,000 (year 2035), Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: E. DAILY DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Channel: Excellent, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous