Bridge Statistics for Camarillo, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >> Show street view

Structure Number: 52 0008, Location: 07-VEN-101-11.44-CMRL (Lat: 34.210000, Lng: -118.993333), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 127,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 202,099 (year 2028), Design Load: HS 20, 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: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0009, Location: 07-VEN-101-12.76-CMRL (Lat: 34.216667, Lng: -119.020000), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 127,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 202,099 (year 2028), Design Load: HS 20, 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: 21.3m (69.9ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0016, Location: 07-VEN-101-13.75-CMRL (Lat: 34.216667, Lng: -119.031667), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 127,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 202,099 (year 2028), 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: 8, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.9m (121.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 36.9m (121.1ft), Out-to-Out Width: 38.6m (126.6ft)

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: Equal to present desirable criteria, Underclear: 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0198M, Location: 07-VEN-101-18.01-CMRL (Lat: 34.221667, Lng: -119.105000), Route carried "on" structure: US 101, Year Built: 1955, Year Reconstructed: 1985, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 131,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 173,916 (year 2029), Design Load: HS 20, Features Intersected: WOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.010, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.0m (141.1ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), 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: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: March 12

Find on map >> Show street view

Structure Number: 52 0203, Location: 07-VEN-101-10.74-CMRL (Lat: 34.205000, Lng: -118.981667), Route carried "on" structure: US 101, Year Built: 1959, Year Reconstructed: 1987, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 127,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 168,679 (year 2028), 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: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0204, Location: 07-VEN-101-12.3-CMRL (Lat: 34.213333, Lng: -119.006667), Route carried "on" structure: City street N018, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 36,545 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 45,784 (year 2028), 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: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), 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: Good, Superstructure: Very good, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0246, Location: 07-VEN-101-15.89-CMRL (Lat: 34.220000, Lng: -119.068333), Route carried "on" structure: City street N020, Year Built: 1975, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 20,520 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 30,100 (year 2028), 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: 24.4m (80.1ft), 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: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 027, Location: 07-VEN-101-17.75-CMRL (Lat: 34.221667, Lng: -119.100000), Route carried "on" structure: City street N036, Year Built: 1964, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,090 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 10,403 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0348, Location: 07-VEN-034-R13.27-CMRL (Lat: 34.213333, Lng: -119.043333), Route carried "on" structure: State highway 34, Year Built: 1972, Status: Open, Structure Length: 16.37m (53.71ft), Average Daily Traffic: 12,700 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 14,869 (year 2031), 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: 65.3 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: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 037, Location: 07-VEN-101-15.69-CMRL (Lat: 34.220000, Lng: -119.066667), Route carried "on" structure: US 101, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 131,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 174,127 (year 2028), 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: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 11

Find on map >> Show street view

Structure Number: 52 0413, Location: 07-VEN-101-10.21-CMRL (Lat: 34.200000, Lng: -118.970000), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 47.06m (154.40ft), Average Daily Traffic: 134,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 168,679 (year 2028), 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: 14.7m (48.2ft), 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: 14.7m (48.2ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 47.06m (154.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 11, Bridge Improvement Cost: $9,929,000, Roadway Improvement Cost: $1,985,000, Total Project Cost: $16,680,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0414, Location: 07-VEN-101-10.56-CMRL (Lat: 34.201667, Lng: -118.980000), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 134,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 168,679 (year 2028), Design Load: HS 20, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.560, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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: 3.0m (9.8ft), Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.96m (95.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $1,042,000, Roadway Improvement Cost: $208,000, Total Project Cost: $1,750,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0428, Location: 07-VEN-101-14.8-CMRL (Lat: 34.218333, Lng: -119.048333), 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: 23,200 (year 2028), 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: 22.3m (73.2ft), 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: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 52 0447, Location: 07-VEN-101-14.13-CMRL (Lat: 34.217528, Lng: -119.038611), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,688 (year 2029), Design Load: HS 20, 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, 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 52C0086, Location: 0.2 MI S OF US 101 (Lat: 34.215350, Lng: -119.069933), Route carried "on" structure: City street N020, Year Built: 1975, Year Reconstructed: 1999, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 24,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 49,459 (year 2029), 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: 5, 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: Satisfactory, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2009

Find on map >> Show street view

Structure Number: 52C0114, Location: 0.1 MI S PONDEROSA DR (Lat: 34.222778, Lng: -119.061500), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: CAMARILLO HILLS DRAIN, Facility Carried by Structure: ROSEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2009

Find on map >> Show street view

Structure Number: 52C0222, Location: 0.5 MI E LEWIS RD (Lat: 34.225833, Lng: -119.012778), Route carried "on" structure: City street N098, Year Built: 1982, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 19,578 (year 2029), 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: Poor, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 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, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,630,000, Roadway Improvement Cost: $326,000, Total Project Cost: $2,738,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 52C024, Location: 0.01 MI S PONDEROSA DR (Lat: 34.223389, Lng: -119.054833), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), 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: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2009

Find on map >> Show street view

Structure Number: 52C0266, Location: 0.3 MI E. LEWIS RD (Lat: 34.240000, Lng: -119.006944), Route carried "on" structure: City street N110, Year Built: 1988, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 17,517 (year 2029), 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: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, 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 24 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 52C027, Location: 1.5 MI E OF PLSNT VLLY RD (Lat: 34.205000, Lng: -118.998889), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 10,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 12,365 (year 2029), 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 52C0279, Location: 0.5 MI W ADOLFO RD (Lat: 34.216667, Lng: -119.015833), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 8,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 21,639 (year 2029), 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: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 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: July 11, Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 52 0016, Location: 07-VEN-101-13.75-CMRL (Lat: 34.216667, Lng: -119.031667), Route carried "under" structure: State highway 34, Year Built: 1953, Structure Length: 17.59m (57.71ft), Average Daily Traffic: 13,900 (year 2010), Truck Traffic: 5%, Features Intersected: UP RR,AMTRAK,SCRRA,SR 34, Facility Carried by Structure: US 101
Minimum Vertical Clearance: 0.66m (2.17ft), Kilometerpoint: 0.136, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)

Find on map >> Show street view

Structure Number: 52 0203, Location: 07-VEN-101-10.74-CMRL (Lat: 34.205000, Lng: -118.981667), Route carried "under" structure: City street N098, Year Built: 1959, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,100 (year 2011), Truck Traffic: 2%, Features Intersected: CAMARILLO SPRINGS RD, Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 0.65m (2.13ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)

Find on map >> Show street view

Structure Number: 52 0204, Location: 07-VEN-101-12.3-CMRL (Lat: 34.213333, Lng: -119.006667), Route carried "under" structure: US 101, Year Built: 1959, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 127,000 (year 2011), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.123, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.6m (107.0ft)

Find on map >> Show street view

Structure Number: 52 0246, Location: 07-VEN-101-15.89-CMRL (Lat: 34.220000, Lng: -119.068333), Route carried "under" structure: US 101, Year Built: 1975, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 131,000 (year 2010), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 1.589, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.5m (136.2ft)

Find on map >> Show street view

Structure Number: 52 027, Location: 07-VEN-101-17.75-CMRL (Lat: 34.221667, Lng: -119.100000), Route carried "under" structure: US 101, Year Built: 1964, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 131,000 (year 2010), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.775, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)

Find on map >> Show street view

Structure Number: 52 0428, Location: 07-VEN-101-14.8-CMRL (Lat: 34.218333, Lng: -119.048333), Route carried "under" structure: US 101, Year Built: 1996, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 130,000 (year 2010), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: CARMEN DR OC
Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.148, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft)

Find on map >> Show street view

Structure Number: 52 0447, Location: 07-VEN-101-14.13-CMRL (Lat: 34.217528, Lng: -119.038611), Route carried "under" structure: US 101, Year Built: 2005, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 130,000 (year 2010), Truck Traffic: 7%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: ARNEILL ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 1.413, Lanes on structure: 5, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.6m (103.7ft)

Find on map >> Show street view

Structure Number: 52C0241, Location: 0.3 MI S PONDEROSA DR (Lat: 34.219500, Lng: -119.055222), Route carried "under" structure: City street , Year Built: 1981, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,000 (year 2004), Truck Traffic: 1%, Features Intersected: LANTANA STREET, Facility Carried by Structure: POC
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)