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

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Structure Number: 53 0002,  Location: 07-LA-101-34.82-AGRH (Lat: 34.145000,  Lng: -118.756667),  Route carried "on" structure: US 101,  Year Built: 1949,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 185,000 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 261,189 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.820,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.0m (173.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 53.0m (173.9ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0755,  Location: 07-LA-101-33.91-AGRH (Lat: 34.141667,  Lng: -118.741667),  Route carried "on" structure: US 101,  Year Built: 1949,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 185,000 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 261,189 (year 2028),  Design Load: HS 20,  Features Intersected: CHESEBRO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.910,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.6m (189.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 57.6m (189.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0945,  Location: 07-LA-101-35.04-AGRH (Lat: 34.145000,  Lng: -118.755000),  Route carried "on" structure: County highway W482,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 16,888 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,771 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: KANAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1678,  Location: 07-LA-101-33.69-AGRH (Lat: 34.143333,  Lng: -118.735000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 1,500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,201 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: PALO COMADO CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.8 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 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1726,  Location: 07-LA-101-36.18-AGRH (Lat: 34.146667,  Lng: -118.776667),  Route carried "on" structure: City street N095,  Year Built: 1965,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,866 (year 2028),  Design Load: HS 20,  Features Intersected: US 101,  Facility Carried by Structure: REYES ADOBE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.8 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 minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0104,  Location: 0.3 MI E KANAN RD (Lat: 34.143333,  Lng: -118.756667),  Route carried "on" structure: City street 7N11,  Year Built: 1920,  Year Reconstructed: 1926,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,650 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,716 (year 2028),  Features Intersected: MEDEA CREEK,  Facility Carried by Structure: AGOURA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Superstructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C0285,  Location: 0.3 E MI KANAN RD (Lat: 34.146667,  Lng: -118.756667),  Route carried "on" structure: City street 7N11,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,500 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,510 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK BR,  Facility Carried by Structure: CANWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C029,  Location: 0.3 MI E KANAN RD (Lat: 34.145000,  Lng: -118.756667),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,300 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,121 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK,  Facility Carried by Structure: ROADSIDE DRIVE
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0839,  Location: 0.4 MI N OF VENTURA FWY (Lat: 34.153333,  Lng: -118.756667),  Route carried "on" structure: City street 7W48,  Year Built: 1971,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 41,200 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,902 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK,  Facility Carried by Structure: KANAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C0847,  Location: 200FT S VENTURA FWY (Lat: 34.136667,  Lng: -118.726667),  Route carried "on" structure: City street 7N04,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,775 (year 2028),  Design Load: HS 20,  Features Intersected: PRIVATE DRAIN #571,  Facility Carried by Structure: AGOURA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C0848,  Location: 300FT W CHESEBORO RD (Lat: 34.145000,  Lng: -118.738333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,850 (year 1999),  Average Future Daily Traffic: 4,740 (year 2028),  Design Load: HS 20,  Features Intersected: CHESEBORO CYN CR,  Facility Carried by Structure: DRIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 68.9 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C0849,  Location: 100' W CORNELL RD (Lat: 34.143333,  Lng: -118.756667),  Route carried "on" structure: City street 7N04,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,300 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,109 (year 2028),  Design Load: HS 20,  Features Intersected: CHESEBORO CYN CREEK,  Facility Carried by Structure: AGOURA/CORNELL RDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m

Condition: Channel: Excellent,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C0862,  Location: 1000' W KANAN RD (Lat: 34.143333,  Lng: -118.763333),  Route carried "on" structure: City street 7N04,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,650 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,716 (year 2028),  Design Load: HS 20,  Features Intersected: LINDERO CYN CHAN,  Facility Carried by Structure: AGOURA RD
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C0891,  Location: 1/4 MI E LINDERO CYN RD (Lat: 34.155000,  Lng: -118.788333),  Route carried "on" structure: City street 7N02,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,900 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,951 (year 2028),  Design Load: HS 20,  Features Intersected: LINDERO CYN CHAN,  Facility Carried by Structure: THOUSAND 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: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.3m (4.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 55.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C1489L,  Location: 1.0 MI E LINDERO CANYON R (Lat: 34.146667,  Lng: -118.786667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,100 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,069 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE LINDERO CREEK,  Facility Carried by Structure: LAKE LINDERO DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.4 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1489R,  Location: 1.0 MI E LIDERO CN ROAD (Lat: 34.146667,  Lng: -118.786667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,100 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,069 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE LINDERO CREEK,  Facility Carried by Structure: LAKE LINDERO DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.8 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1534,  Location: 0.3 MI S VENTURA FRWY (Lat: 34.136667,  Lng: -118.723333),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,800 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,976 (year 2028),  Design Load: HS 20,  Features Intersected: PRIVATE DRAIN #571,  Facility Carried by Structure: LIBERTY CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m

Condition: Channel: Excellent,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C1539,  Location: 0.1 MI S VENTURA FWY (Lat: 34.143333,  Lng: -118.741667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,700 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,022 (year 2028),  Design Load: HS 20,  Features Intersected: CHESEBORO CANYON CREEK,  Facility Carried by Structure: LEWIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C1724,  Location: 0.3 MI W KANAN RD (Lat: 34.165000,  Lng: -118.761667),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 100 (year 1998),  Average Future Daily Traffic: 208 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK,  Facility Carried by Structure: FOUNTAINWOOD 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: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft)

Condition: Channel: Excellent,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C1812,  Location: 0.1 MI W KANAN RD (Lat: 34.153333,  Lng: -118.756667),  Route carried "on" structure: City street 7N02,  Year Built: 1982,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 13,750 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,001 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK,  Facility Carried by Structure: THOUSAND OAKS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 93.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1852,  Location: 1.0 MI N VENTURA FWY (Lat: 34.160000,  Lng: -118.760000),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,000 (year 1998),  Average Future Daily Traffic: 2,963 (year 2028),  Design Load: HS 20,  Features Intersected: MEDEA CREEK,  Facility Carried by Structure: LARO DRIVE
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),  Skew: 1 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: 1.9m (6.2ft),  Right: 1.9m (6.2ft)

Condition: Channel: Excellent,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 53C1971,  Location: 1.9 km E/O KANAN RD (Lat: 34.143333,  Lng: -118.741667),  Route carried "on" structure: City street 7N11,  Year Built: 1992,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 5,500 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,800 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CHESEBORO CHANNEL,  Facility Carried by Structure: CANWOOD 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0945,  Location: 07-LA-101-35.04-AGRH (Lat: 34.145000,  Lng: -118.755000),  Route carried "under" structure: US 101,  Year Built: 1964,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 185,000 (year 1998),  Truck Traffic: 10%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: KANAN ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 3.504,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 53 0998,  Location: 07-LA-101-33.99-AGRH (Lat: 34.143333,  Lng: -118.741667),  Route carried "under" structure: US 101,  Year Built: 1963,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 185,000 (year 1998),  Truck Traffic: 10%,  Features Intersected: LEWIS ROAD POC
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 3.399,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 53 1678,  Location: 07-LA-101-33.69-AGRH (Lat: 34.143333,  Lng: -118.735000),  Route carried "under" structure: US 101,  Year Built: 1963,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 185,000 (year 1998),  Truck Traffic: 10%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: PALO COMADO CYN RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.369,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 53 1726,  Location: 07-LA-101-36.18-AGRH (Lat: 34.146667,  Lng: -118.776667),  Route carried "under" structure: US 101,  Year Built: 1965,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 175,000 (year 1998),  Truck Traffic: 10%,  Features Intersected: US 101,  Facility Carried by Structure: REYES ADOBE RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.618,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)