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Bridge Statistics for San Buenaventura (Ventura), California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: San Buenaventura (Ventura), CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 95 Total length: 876 meters (2,874ft) Total costs: $12,509,000 Total average daily traffic: 3,313,669 Total average daily truck traffic: 232,938 National Bridge Inventory (NBI) Registered Bridges for San Buenaventura (Ventura)
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 52 0017L, Location: 07-VEN-101-R24.35-VEN (Lat: 34.250000, Lng: -119.205000), Route carried "on" structure: US 101, Year Built: 1968, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 72,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20+Mod, Features Intersected: VCY RY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.350, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0017R, Location: 07-VEN-101-R24.34-VEN (Lat: 34.250000, Lng: -119.205000), Route carried "on" structure: US 101, Year Built: 1968, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 72,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20+Mod, Features Intersected: VCY RY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.340, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0020L, Location: 07-VEN-101-27.25-VEN (Lat: 34.260000, Lng: -119.251667), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, & LEMON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.250, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52 0020R, Location: 07-VEN-101-27.25-VEN (Lat: 34.260000, Lng: -119.251667), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, & LEMON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.250, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52 0021L, Location: 07-VEN-101-R23.98-VEN (Lat: 34.246667, Lng: -119.200000), Route carried "on" structure: US 101, Year Built: 1968, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 72,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: UP RR SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.980, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0021R, Location: 07-VEN-101-R23.99-VEN (Lat: 34.246667, Lng: -119.200000), Route carried "on" structure: US 101, Year Built: 1968, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 72,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: UP RR SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.990, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0152L, Location: 07-VEN-101-29.45-VEN (Lat: 34.273333, Lng: -119.281667), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: VISTA DEL MAR UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.450, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0152R, Location: 07-VEN-101-29.45-VEN (Lat: 34.273333, Lng: -119.281667), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: VISTA DEL MAR UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.450, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0163L, Location: 07-VEN-101-29.55-VEN (Lat: 34.273333, Lng: -119.283333), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: SAN JON CRK & SAN JON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.550, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0163R, Location: 07-VEN-101-29.55-VEN (Lat: 34.273333, Lng: -119.283333), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: SAN JON CRK & SAN JON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.550, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0168L, Location: 07-VEN-101-26.72-VEN (Lat: 34.263333, Lng: -119.243333), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.720, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0168R, Location: 07-VEN-101-26.72-VEN (Lat: 34.263333, Lng: -119.243333), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.720, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0214L, Location: 07-VEN-101-25.97-VEN (Lat: 34.261667, Lng: -119.230000), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: TELEPHONE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.970, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $888,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,332,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0214R, Location: 07-VEN-101-25.97-VEN (Lat: 34.261667, Lng: -119.230000), Route carried "on" structure: US 101, Year Built: 1961, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: TELEPHONE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.970, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0217K, Location: 07-VEN-101-30.1-VEN (Lat: 34.276667, Lng: -119.290000), Route carried "on" structure: Ramp US 101, Year Built: 1961, Status: Open, Structure Length: 26.94m (88.39ft), Average Daily Traffic: 7,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 10,057 (year 2028), Design Load: HS 20, Features Intersected: UP RR,AMTRAK,US 101,RMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.100, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 95.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 26.94m (88.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $3,362,000, Roadway Improvement Cost: $336,000, Total Project Cost: $5,043,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0219, Location: 07-VEN-101-30.15-VEN (Lat: 34.276667, Lng: -119.291667), Route carried "on" structure: City street N016, Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 15,401 (year 2028), Design Load: HS 20, Features Intersected: US 101, Facility Carried by Structure: CALIFORNIA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0224F, Location: 07-VEN-101-26.39-VEN (Lat: 34.263333, Lng: -119.236667), Route carried "on" structure: Ramp US 101, Year Built: 1963, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 17,100 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 22,735 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.390, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0225F, Location: 07-VEN-126-.01-VEN (Lat: 34.263333, Lng: -119.238333), Route carried "on" structure: Ramp State highway 126, Year Built: 1963, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 7,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: N101-MAIN ST OFF RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0226, Location: 07-VEN-126-1.45-VEN (Lat: 34.271667, Lng: -119.221667), Route carried "on" structure: City street N005, Year Built: 1963, Year Reconstructed: 1978, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 13,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 15,609 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 126, Facility Carried by Structure: VICTORIA AVE 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: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0228, Location: 07-VEN-126-2.80-VEN (Lat: 34.275000, Lng: -119.191667), Route carried "on" structure: City street N006, Year Built: 1994, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 6,600 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 7,382 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 126, Facility Carried by Structure: KIMBALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 37.2m (122.0ft) 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0229, Location: 07-VEN-126-4.49-VEN (Lat: 34.285000, Lng: -119.163333), Route carried "on" structure: City street N093, Year Built: 1963, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 3,164 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 126, Facility Carried by Structure: SATICOY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0230R, Location: 07-VEN-118-.52-VEN (Lat: 34.290000, Lng: -119.155000), Route carried "on" structure: Ramp State highway 118, Year Built: 1963, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 14,950 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 20,287 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 126 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0231L, Location: 07-VEN-101-30.4-VEN (Lat: 34.276667, Lng: -119.296667), Route carried "on" structure: US 101, Year Built: 1963, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 48,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: FIGUEROA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.400, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 48 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0231R, Location: 07-VEN-101-30.4-VEN (Lat: 34.276667, Lng: -119.296667), Route carried "on" structure: US 101, Year Built: 1963, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 48,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: FIGUEROA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.400, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006, Bridge Improvement Cost: $878,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,317,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0232L, Location: 07-VEN-101-30.59-VEN (Lat: 34.276667, Lng: -119.300000), Route carried "on" structure: US 101, Year Built: 1963, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 48,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: S101-VENTURA AV OFF-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.590, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0232R, Location: 07-VEN-101-30.59-VEN (Lat: 34.276667, Lng: -119.300000), Route carried "on" structure: US 101, Year Built: 1963, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 48,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: S101-VENTURA AV OFF-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.590, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0233F, Location: 07-VEN-033-.02-VEN (Lat: 34.276667, Lng: -119.301667), Route carried "on" structure: Ramp State highway 33, Year Built: 1963, Status: Open, Structure Length: 18.75m (61.52ft), Average Daily Traffic: 13,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 17,286 (year 2028), Design Load: HS 20, Features Intersected: UP RR & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0235L, Location: 07-VEN-101-30.71-VEN (Lat: 34.278333, Lng: -119.301667), Route carried "on" structure: US 101, Year Built: 1963, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 48,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20+Mod, Features Intersected: UP,AMTRAK,S101-N33,OLIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.710, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52 0235R, Location: 07-VEN-101-30.71-VEN (Lat: 34.278333, Lng: -119.301667), Route carried "on" structure: US 101, Year Built: 1963, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 48,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20+Mod, Features Intersected: UP,AMTRAK,S101-N33,OLIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.710, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52 0236F, Location: 07-VEN-033-.03-VEN (Lat: 34.278333, Lng: -119.305000), Route carried "on" structure: Ramp State highway 33, Year Built: 1962, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 13,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 17,286 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0239, Location: 07-VEN-033-.17-VEN (Lat: 34.281667, Lng: -119.305000), Route carried "on" structure: State highway 33, Year Built: 1963, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 42,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 51,128 (year 2028), Design Load: HS 20, Features Intersected: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.170, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 53.7 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 024, Location: 07-VEN-033-.31-VEN (Lat: 34.283333, Lng: -119.305000), Route carried "on" structure: State highway 33, Year Built: 1963, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 42,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 51,128 (year 2028), Design Load: HS 20, Features Intersected: S33-MAIN ST OFF-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.310, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0241L, Location: 07-VEN-101-30.94-VEN (Lat: 34.281667, Lng: -119.308333), Route carried "on" structure: US 101, Year Built: 1962, Year Reconstructed: 1974, Status: Open, Structure Length: 29.78m (97.70ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: VENTURA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.940, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 52 0241R, Location: 07-VEN-101-30.94-VEN (Lat: 34.281667, Lng: -119.308333), Route carried "on" structure: US 101, Year Built: 1962, Status: Open, Structure Length: 39.11m (128.31ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: VENTURA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.940, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0245L, Location: 07-VEN-101-31.5-VEN (Lat: 34.283333, Lng: -119.315000), Route carried "on" structure: US 101, Year Built: 1963, Year Reconstructed: 1974, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: WEST MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.500, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0245R, Location: 07-VEN-101-31.5-VEN (Lat: 34.283333, Lng: -119.315000), Route carried "on" structure: US 101, Year Built: 1963, Year Reconstructed: 1974, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20, Features Intersected: WEST MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.500, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0434, Location: 07-VEN-101-28.45-VEN (Lat: 34.265000, Lng: -119.268333), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 105,000 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 142,695 (year 2028), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: SEAWARD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0439L, Location: 07-VEN-101-R24.66-VEN (Lat: 34.251667, Lng: -119.208333), Route carried "on" structure: US 101, Year Built: 2000, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20+Mod, Features Intersected: VICTORIA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.660, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.7m (74.5ft) 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0439R, Location: 07-VEN-101-R24.65-VEN (Lat: 34.251667, Lng: -119.208333), Route carried "on" structure: US 101, Year Built: 2000, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 105,816 (year 2028), Design Load: HS 20+Mod, Features Intersected: VICTORIA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.650, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.3 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52C0018L, Location: 1.0 MI S SEAWARD AVE (Lat: 34.252917, Lng: -119.259267), Route carried "on" structure: City street N016, Year Built: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,074 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 11,850 (year 2029), Design Load: H 20, Features Intersected: ARUNDELL BARRANCA, Facility Carried by Structure: HARBOR BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C0018R, Location: 1.0 MI S SEAWARD AVE (Lat: 34.252917, Lng: -119.259267), Route carried "on" structure: City street N016, Year Built: 1959, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 9,342 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 11,850 (year 2029), Design Load: H 20, Features Intersected: ARUNDELL BARRANCA, Facility Carried by Structure: HARBOR BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 59.8 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 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C0061, Location: 0.5 MI W OF VENTURA AVE (Lat: 34.281944, Lng: -119.308056), Route carried "on" structure: City street N007, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 37.58m (123.29ft), Average Daily Traffic: 6,853 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 7,213 (year 2029), Design Load: H 15, Features Intersected: VENTURA RIVER, Facility Carried by Structure: MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Critical, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.58m (123.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $3,176,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,763,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 52C0062, Location: 0.7 MI W OF VENTURA AVE (Lat: 34.282400, Lng: -119.312400), Route carried "on" structure: City street N007, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,853 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 7,165 (year 2027), Design Load: H 15, Features Intersected: DUNE CREEK, Facility Carried by Structure: MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 52C0064, Location: 0.2 MI S OF ROUTE 101 (Lat: 34.249361, Lng: -119.212583), Route carried "on" structure: County highway N005, Year Built: 1971, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 43,600 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 48,429 (year 2029), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: VICTORIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C0133, Location: 0.2 MI N US 101 (Lat: 34.267700, Lng: -119.268617), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 1,031 (year 2029), Design Load: HS 20, Features Intersected: SEAWARD AVENUE, Facility Carried by Structure: VISTA DEL MAR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular California forum Back to: San Buenaventura (Ventura), CA, California, All US cities.
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