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

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Structure Number: 53 0755,  Location: 07-LA-101-33.91-AGRH (Lat: 34.143389,  Lng: -118.741981),  Route carried "on" structure: US 101,  Year Built: 1949,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 160,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 193,146 (year 2038),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  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: 34.146292,  Lng: -118.761233),  Route carried "on" structure: County highway W482,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,771 (year 2038),  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,  Base Highway Network: Yes,  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: Good,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0991,  Location: 07-LA-010-44.89-POM (Lat: 34.071372,  Lng: -117.766508),  Route carried "on" structure: Interstate 10,  Year Built: 1954,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 247,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 275,377 (year 2040),  Design Load: HS 20,  Features Intersected: SAN JOSE WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.890,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 53 167,  Location: 07-LA-605-R13.18-SFSP (Lat: 33.987750,  Lng: -118.070581),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 264,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2040),  Design Load: HS 20,  Features Intersected: BEXLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.180,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 41.0m (134.5ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1678,  Location: 07-LA-101-33.69-AGRH (Lat: 34.142892,  Lng: -118.738100),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 2,201 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2038),  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: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1726,  Location: 07-LA-101-36.18-AGRH (Lat: 34.146614,  Lng: -118.780997),  Route carried "on" structure: City street N095,  Year Built: 1965,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,500 (year 2038),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1731,  Location: 07-LA-101-32.78 (Lat: 34.138372,  Lng: -118.724317),  Route carried "on" structure: US 101,  Year Built: 1973,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 167,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 200,129 (year 2040),  Design Load: HS 20,  Features Intersected: LIBERTY CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.780,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0285,  Location: 0.3MI E/O KANAN RD (Lat: 34.145900,  Lng: -118.757769),  Route carried "on" structure: City street 7N11,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,755 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,068 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MEDEA CRK,  Facility Carried by Structure: CANWOOD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  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: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.7 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: Equal to 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 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0613,  Location: 0.5MI W/O KANAN RD (Lat: 34.123172,  Lng: -118.794167),  Route carried "on" structure: County highway N046,  Year Built: 1951,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,734 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,907 (year 2042),  Design Load: HS 20,  Features Intersected: LOBO CRK,  Facility Carried by Structure: TRIUNFO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: November 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0627,  Location: 2.0MI S/O US-101 FWY (Lat: 34.110703,  Lng: -118.756133),  Route carried "on" structure: County highway L722,  Year Built: 1955,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 816 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 898 (year 2040),  Design Load: HS 20,  Features Intersected: MEDEA CR,  Facility Carried by Structure: MULHOLLAND HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0775,  Location: 3.0MI S/O US-101 FWY (Lat: 34.119161,  Lng: -118.781003),  Route carried "on" structure: County highway W482,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 6,592 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,581 (year 2040),  Design Load: HS 20,  Features Intersected: TRIUNFO CR,  Facility Carried by Structure: KANAN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0839,  Location: 0.4MI N/O US-101 FWY (Lat: 34.150711,  Lng: -118.758550),  Route carried "on" structure: City street 7W48,  Year Built: 1971,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 44,084 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,901 (year 2040),  Features Intersected: MEDEA CRK,  Facility Carried by Structure: KANAN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  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: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53C0847,  Location: 200FT S/O US-101 FWY (Lat: 34.136156,  Lng: -118.726319),  Route carried "on" structure: City street 7N04,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,224 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,346 (year 2040),  Features Intersected: PRIVATE DRN #571,  Facility Carried by Structure: AGOURA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  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: 0.0m,  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53C0848,  Location: 300FT W/O CHESEBORO RD (Lat: 34.145631,  Lng: -118.740056),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,927 (year 2012),  Average Future Daily Traffic: 4,320 (year 2040),  Features Intersected: CHESEBORO CYN CRK,  Facility Carried by Structure: DRIVER AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  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),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53C0849,  Location: 50FT N/O AGOURA RD (Lat: 34.143575,  Lng: -118.756047),  Route carried "on" structure: City street 7N04,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,459 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,278 (year 2040),  Features Intersected: CHESEBORO CYN CRK,  Facility Carried by Structure: AGOURA/CORNELL RDS
Minimum Vertical Clearance: 30.47m (99.97ft),  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,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 53C0862,  Location: 0.2MI W/O KANAN RD (Lat: 34.143281,  Lng: -118.764161),  Route carried "on" structure: City street 7N04,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,910 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,246 (year 2040),  Features Intersected: LINDERO CYN CHAN,  Facility Carried by Structure: AGOURA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  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,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53C0891,  Location: 0.3MI E/O LINDERO CYN RD (Lat: 34.154692,  Lng: -118.791236),  Route carried "on" structure: City street 7N02,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 13,287 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,280 (year 2040),  Design Load: HS 20,  Features Intersected: LINDERO CYN CHAN,  Facility Carried by Structure: THOUSAND OAKS BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  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: 2.5m (8.2ft),  Right: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 53C0998,  Location: 0.6MI N/O US-101 FWY (Lat: 34.151314,  Lng: -118.734472),  Route carried "on" structure: County highway N113,  Year Built: 1943,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 1,479 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,627 (year 2041),  Features Intersected: CHESEBRO CYN CRK,  Facility Carried by Structure: CHESEBRO RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1004,  Location: 0.3MI S/O MULHOLLAND HWY (Lat: 34.105511,  Lng: -118.764328),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 1,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,122 (year 2038),  Design Load: HS 20,  Features Intersected: TRIUNFO CRK,  Facility Carried by Structure: CRAGS DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2018,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C148,  Location: 0.1MI E/O B ST (Lat: 34.105336,  Lng: -117.772711),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 51 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 51 (year 2041),  Design Load: HS 20,  Features Intersected: EMERALD WASH,  Facility Carried by Structure: 7TH ST
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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1489L,  Location: 1.0MI E/O LINDERO CYN RD (Lat: 34.147728,  Lng: -118.787228),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,142 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,356 (year 2040),  Design Load: HS 20,  Features Intersected: LAKE LINDERO CRK,  Facility Carried by Structure: LAKE LINDERO DR S
Minimum Vertical Clearance: 30.47m (99.97ft),  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: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1489R,  Location: 1.0MI E/O LINDERO CN RD (Lat: 34.147722,  Lng: -118.787078),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,142 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,356 (year 2040),  Design Load: HS 20,  Features Intersected: LAKE LINDERO CRK,  Facility Carried by Structure: LAKE LINDERO DR N
Minimum Vertical Clearance: 30.47m (99.97ft),  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: 1.4m (4.6ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C153,  Location: 0.1MI S/O AMAR RD (Lat: 34.034008,  Lng: -117.934706),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,345 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,147 (year 2040),  Features Intersected: PUENTE CRK,  Facility Carried by Structure: ECHELON AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1534,  Location: 0.2MI S/O US-101 FWY (Lat: 34.133500,  Lng: -118.723958),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,896 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,386 (year 2040),  Features Intersected: PRIVATE DRN #571,  Facility Carried by Structure: LIBERTY CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  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: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53C1539,  Location: 0.1MI S/O US-101 FWY (Lat: 34.141739,  Lng: -118.742792),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,754 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,029 (year 2040),  Features Intersected: CHESEBORO CYN CRK,  Facility Carried by Structure: LEWIS RD
Minimum Vertical Clearance: 30.47m (99.97ft),  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: 2.7m (8.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53C1724,  Location: 0.3MI W/O KANAN RD (Lat: 34.166300,  Lng: -118.762183),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 102 (year 2012),  Average Future Daily Traffic: 102 (year 2040),  Design Load: HS 20,  Features Intersected: MEDEA CRK,  Facility Carried by Structure: FOUNTAINWOOD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  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),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 53C1852,  Location: 1.0MI N/O US-101 FWY (Lat: 34.159653,  Lng: -118.760706),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,040 (year 2012),  Average Future Daily Traffic: 2,244 (year 2040),  Design Load: HS 20,  Features Intersected: MEDEA CRK,  Facility Carried by Structure: LARO DR
Minimum Vertical Clearance: 30.47m (99.97ft),  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),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 53C2177,  Location: 0.3MI S/O MULHOLLAND DR (Lat: 34.109428,  Lng: -118.754764),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,612 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,773 (year 2040),  Design Load: HS 20,  Features Intersected: MALIBU LAKE MEDEA CRK,  Facility Carried by Structure: LAKE VISTA DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53C2271,  Location: AT SPRING ST (Lat: 33.812500,  Lng: -118.139056),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 41,234 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,481 (year 2041),  Features Intersected: SPRING ST STORM DRN,  Facility Carried by Structure: LAKEWOOD BLVD
Minimum Vertical Clearance: 27.58m (90.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 85.1m (279.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 53C2279,  Location: 0.9MI N/O THOUSAND OAKS (Lat: 34.167011,  Lng: -118.787633),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,287 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,280 (year 2040),  Features Intersected: LINDERO CYN CRK,  Facility Carried by Structure: REYES ADOBE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C238,  Location: 0.5 MILES E/O KANAN RD (Lat: 34.114297,  Lng: -118.779417),  Route carried "on" structure: County highway OL722,  Year Built: 2021,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 1,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,122 (year 2041),  Design Load: HL 93,  Features Intersected: TRIUNFO CREEK,  Facility Carried by Structure: MULHOLLAND HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8540001S,  Location: Highway 101 to Exit 36 (K (Lat: 34.115444,  Lng: -118.755750),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1928,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10 (year 2007),  Average Future Daily Traffic: 20 (year 2027),  Features Intersected: MEDIA CREEK,  Facility Carried by Structure: WEST TOWN ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: National Park Service,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0945,  Location: 07-LA-101-35.04-AGRH (Lat: 34.146292,  Lng: -118.761233),  Route carried "under" structure: US 101,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 185,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: KANAN ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 35.040,  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: 34.142844,  Lng: -118.743322),  Route carried "under" structure: US 101,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 185,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 33.990,  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: 34.142892,  Lng: -118.738100),  Route carried "under" structure: US 101,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 185,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: PALO COMADO CYN RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 33.690,  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: 34.146614,  Lng: -118.780997),  Route carried "under" structure: US 101,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 175,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: US 101,  Facility Carried by Structure: REYES ADOBE RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 36.180,  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)