Bridge Statistics for Laguna Beach, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 55 0003,  Location: 12-ORA-001-6.49-LGNB (Lat: 33.511144,  Lng: -117.752367),  Route carried "on" structure: State highway 1,  Year Built: 1926,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 36,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,100 (year 2040),  Design Load: H 15,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.490,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0026,  Location: 12-ORA-055-R9.52-SA (Lat: 33.727472,  Lng: -117.834233),  Route carried "on" structure: State highway 55,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 295,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 375,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.520,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  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: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 55.5m (182.1ft),  Out-to-Out Width: 57.3m (188.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0119,  Location: 12-ORA-001-11.90-LGNB (Lat: 33.560744,  Lng: -117.821614),  Route carried "on" structure: State highway 1,  Year Built: 1924,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 37,250 (year 2012),  Average Future Daily Traffic: 47,687 (year 2040),  Design Load: HS 15,  Features Intersected: MORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.900,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021

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Structure Number: 55 0283,  Location: 12-ORA-001-11.35-LGNB (Lat: 33.555850,  Lng: -117.814131),  Route carried "on" structure: State highway 1,  Year Built: 1956,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 31,000 (year 2009),  Average Future Daily Traffic: 35,587 (year 2037),  Design Load: HS 20,  Features Intersected: IRVINE COVE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.350,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0730R,  Location: 12-ORA-073-16.25-LGNB (Lat: 33.590808,  Lng: -117.749550),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 20.90m (68.57ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EL TORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.250,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0745L,  Location: 12-ORA-073-16.75-LGNB (Lat: 33.591792,  Lng: -117.758358),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 28.50m (93.50ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAGUNA CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.750,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 55.0m (180.4ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0745R,  Location: 12-ORA-073-16.75-LGNB (Lat: 33.592406,  Lng: -117.758447),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 28.40m (93.18ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAGUNA CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.750,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0758L,  Location: 12-ORA-073-19.50-LGNB (Lat: 33.607106,  Lng: -117.800942),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 34,500 (year 2010),  Average Future Daily Traffic: 42,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND CANYON AVE (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.500,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0758R,  Location: 12-ORA-073-19.50-LGNB (Lat: 33.607706,  Lng: -117.800647),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 34,500 (year 2010),  Average Future Daily Traffic: 42,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND CANYON AVE (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.500,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0861L,  Location: 12-ORA-073-18.32-LGNB (Lat: 33.601647,  Lng: -117.782400),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 34,500 (year 2010),  Average Future Daily Traffic: 42,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILDLIFE PATHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.320,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0861R,  Location: 12-ORA-073-18.32-LGNB (Lat: 33.602114,  Lng: -117.782186),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 34,500 (year 2010),  Average Future Daily Traffic: 42,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILDLIFE PATHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.320,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0862L,  Location: 12-ORA-073-20.86-LGNB (Lat: 33.616711,  Lng: -117.819478),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 34,500 (year 2010),  Average Future Daily Traffic: 42,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILDLIFE PATHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.860,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0862R,  Location: 12-ORA-073-20.86-LGNB (Lat: 33.616875,  Lng: -117.819025),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 34,500 (year 2010),  Average Future Daily Traffic: 42,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILDLIFE PATHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.860,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0998L,  Location: 12-ORA-133-M5.20 (Lat: 33.607797,  Lng: -117.761019),  Route carried "on" structure: State highway 133,  Year Built: 2004,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 17,250 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,696 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.200,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0998R,  Location: 12-ORA-133-M5.18 (Lat: 33.607683,  Lng: -117.760381),  Route carried "on" structure: State highway 133,  Year Built: 2004,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 17,250 (year 2009),  Average Future Daily Traffic: 10,696 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.180,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1059L,  Location: 12-ORA-133-M4.29 (Lat: 33.595250,  Lng: -117.760603),  Route carried "on" structure: State highway 133,  Year Built: 2008,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 8,750 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,362 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LAGUNA CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1059R,  Location: 12-ORA-133-M4.31 (Lat: 33.595547,  Lng: -117.760494),  Route carried "on" structure: State highway 133,  Year Built: 2008,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 18,050 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LAGUNA CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.310,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1106,  Location: 12-ORA-001-9.39-LGNB (Lat: 33.542661,  Lng: -117.785003),  Route carried "on" structure: State highway 1,  Year Built: 1928,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 36,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,285 (year 2040),  Design Load: H 10,  Features Intersected: LAGUNA CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.390,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $351,000 ( Estimate for 2017)

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Structure Number: 55C0491,  Location: .2 MI E/O MARGUERITE PKWY (Lat: 33.615889,  Lng: -117.650214),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,062 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,186 (year 2041),  Features Intersected: OSO CREEK,  Facility Carried by Structure: CASTA DEL SOL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Channel: Very good,  Culverts: Poor,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $275,000 ( Estimate for 2018)

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Structure Number: 55C0498,  Location: 100 FT EAST OF BROAD WAY (Lat: 33.543944,  Lng: -117.783417),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,612 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,120 (year 2039),  Design Load: H 10,  Features Intersected: LAGUNA CANYON CHANNEL,  Facility Carried by Structure: BEACH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0027,  Location: 12-ORA-001-6.56-LGNB (Lat: 33.511869,  Lng: -117.753675),  Route carried "under" structure: State highway 1,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 6.560,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 55 0730L,  Location: 12-ORA-073-16.25-LGNB (Lat: 33.590447,  Lng: -117.750061),  Route carried "under" structure: City street W455,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: EL TORO ROAD,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 55 0730R,  Location: 12-ORA-073-16.25-LGNB (Lat: 33.590808,  Lng: -117.749550),  Route carried "under" structure: City street W455,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: EL TORO ROAD,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 55 0745L,  Location: 12-ORA-073-16.75-LGNB (Lat: 33.591792,  Lng: -117.758358),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: LAGUNA CANYON ROAD,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 7.03m (23.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: 55 0745R,  Location: 12-ORA-073-16.75-LGNB (Lat: 33.592406,  Lng: -117.758447),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: LAGUNA CANYON ROAD,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.0m (190.3ft)