Bridge Statistics for Rancho Santa Margarita, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 55 0691H,  Location: 12-ORA-005-33.85-ORA (Lat: 33.777075,  Lng: -117.873261),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1994,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 52,710 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,432 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: N5-W22 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0697,  Location: 12-ORA-241-17.60-RSM (Lat: 33.629356,  Lng: -117.599536),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,222 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: ANTONIO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0698,  Location: 12-ORA-241-18.07-RSM (Lat: 33.636292,  Lng: -117.601028),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,611 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: AVENIDA DE LAS BAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0699,  Location: 12-ORA-241-18.53-RSM (Lat: 33.642281,  Lng: -117.604228),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,444 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: STA MARGARITA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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,  Underclear: Equal to present minimum 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 0700R,  Location: 12-ORA-241-18.70-RSM (Lat: 33.645261,  Lng: -117.604775),  Route carried "on" structure: State highway 241,  Year Built: 1995,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 9,150 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRABUCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.700,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 56.3m (184.7ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0701L,  Location: 12-ORA-241-19.33-RSM (Lat: 33.651544,  Lng: -117.612042),  Route carried "on" structure: State highway 241,  Year Built: 1995,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 21,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MELINDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.330,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0701R,  Location: 12-ORA-241-19.33-RSM (Lat: 33.651889,  Lng: -117.611894),  Route carried "on" structure: State highway 241,  Year Built: 1995,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 21,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MELINDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.330,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0702,  Location: 12-ORA-241-20.12-RSM (Lat: 33.654639,  Lng: -117.625144),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,222 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: LOS ALISOS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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 0715K,  Location: 12-ORA-241-17.40-RSM (Lat: 33.626061,  Lng: -117.600842),  Route carried "on" structure: Ramp State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 11.65m (38.22ft),  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,224 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tijeras Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.400,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum 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 0715L,  Location: 12-ORA-241-17.40-RSM (Lat: 33.626111,  Lng: -117.600614),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 4,050 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tijeras Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.400,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 37.6m (123.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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 minimum 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 0715R,  Location: 12-ORA-241-17.40-RSM (Lat: 33.626264,  Lng: -117.599997),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 12.39m (40.65ft),  Average Daily Traffic: 4,050 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tijeras Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.400,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  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: 38.1m (125.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum 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 0801,  Location: 12-ORA-261-6.05-ORA (Lat: 33.782606,  Lng: -117.749678),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,068 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 261,  Facility Carried by Structure: CHAPMAN AVENUE
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0802,  Location: 12-ORA-241-32.37-RSM (Lat: 33.781039,  Lng: -117.748492),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 18.62m (61.09ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,472 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: SANTIAGO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0803,  Location: 12-ORA-241-32.52-RSM (Lat: 33.781628,  Lng: -117.748239),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 9,400 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,757 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: SANTIAGO-N241 ONRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0823L,  Location: 12-ORA-241-33.70-RSM (Lat: 33.794106,  Lng: -117.733319),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 38.71m (127.00ft),  Average Daily Traffic: 22,500 (year 2012),  Average Future Daily Traffic: 47,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SANTIAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.700,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0823R,  Location: 12-ORA-241-33.70-RSM (Lat: 33.793758,  Lng: -117.732989),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 38.71m (127.00ft),  Average Daily Traffic: 20,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,721 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SANTIAGO CREEK
Minimum Vertical Clearance: 25.00m (82.02ft),  Kilometerpoint: 33.700,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0895,  Location: 12-ORA-241-28.70-RSM (Lat: 33.736772,  Lng: -117.717525),  Route carried "on" structure: State highway 241,  Year Built: 1997,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 36,000 (year 2012),  Average Future Daily Traffic: 93,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.700,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 30.3m (99.4ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0895L,  Location: 12-ORA-241-28.70-RSM (Lat: 33.736714,  Lng: -117.718103),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 18,000 (year 2012),  Average Future Daily Traffic: 46,650 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.700,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0958,  Location: 12-ORA-241-31.66-RSM (Lat: 33.771411,  Lng: -117.741689),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 200 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 320 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: EOC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0996L,  Location: 12-ORA-241-16.00-RSM (Lat: 33.610581,  Lng: -117.611900),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,050 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Wildlife
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior 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 0996R,  Location: 12-ORA-241-16.00-RSM (Lat: 33.610519,  Lng: -117.611467),  Route carried "on" structure: State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,050 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Wildlife
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior 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: 55C0008,  Location: 1.4 MI N/O SNTA MARGARITA (Lat: 33.659367,  Lng: -117.586600),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,437 (year 2039),  Design Load: HS 20,  Features Intersected: TRABUCO CREEK,  Facility Carried by Structure: TRABUCO CANYON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.2 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: 18.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 55C0520R,  Location: 0.2 MI. SE/O ALICIA PKWY (Lat: 33.637978,  Lng: -117.617997),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 36.58m (120.01ft),  Average Daily Traffic: 29,150 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,166 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ARROYO TRABUCO,  Facility Carried by Structure: E/B SNTA MRGTA PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 56.1m (184.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0605,  Location: 0.8 MI SW/O AVENIDA BNDRA (Lat: 33.609156,  Lng: -117.617286),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 34,300 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,181 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TIJERAS CREEK,  Facility Carried by Structure: ANTONIO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Fair,  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: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50252000003413,  Location: NO DATA ENTERED (Lat: 33.676403,  Lng: -117.517303),  Route carried "on" structure: Federal lands road 6S13,  Year Built: 2007,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 125 (year 0000),  Truck Traffic: 5%,  Average Future Daily Traffic: 187 (year 2042),  Design Load: HS 20,  Features Intersected: TRABUCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 4.7m (15.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 48.0 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50252000021923,  Location: NO DATA ENTERED (Lat: 33.673900,  Lng: -117.530800),  Route carried "on" structure: Federal lands road 6S13,  Year Built: 2015,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 125 (year 0000),  Truck Traffic: 5%,  Average Future Daily Traffic: 187 (year 2042),  Design Load: HL 93,  Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.200,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 46.7 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: 36.0 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 desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0697,  Location: 12-ORA-241-17.60-RSM (Lat: 33.629356,  Lng: -117.599536),  Route carried "under" structure: State highway 241,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: ANTONIO PARKWAY
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 17.600,  Lanes on structure: 8,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 55 0698,  Location: 12-ORA-241-18.07-RSM (Lat: 33.636292,  Lng: -117.601028),  Route carried "under" structure: State highway 241,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: AVENIDA DE LAS BAN
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 18.070,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: Toll bridge,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 55 0699,  Location: 12-ORA-241-18.53-RSM (Lat: 33.642281,  Lng: -117.604228),  Route carried "under" structure: State highway 241,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: STA MARGARITA PKWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 18.530,  Lanes on structure: 8,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 55 0701L,  Location: 12-ORA-241-19.33-RSM (Lat: 33.651544,  Lng: -117.612042),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: MELINDA ROAD,  Facility Carried by Structure: STATE ROUTE 241 SB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 55 0701R,  Location: 12-ORA-241-19.33-RSM (Lat: 33.651889,  Lng: -117.611894),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: MELINDA ROAD,  Facility Carried by Structure: STATE ROUTE 241 NB
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 55 0702,  Location: 12-ORA-241-20.12-RSM (Lat: 33.654639,  Lng: -117.625144),  Route carried "under" structure: State highway 241,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: LOS ALISOS BLVD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 20.120,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 55 0802,  Location: 12-ORA-241-32.37-RSM (Lat: 33.781039,  Lng: -117.748492),  Route carried "under" structure: State highway 241,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2012),  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: SANTIAGO CANYON RD
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 32.370,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 55 0803,  Location: 12-ORA-241-32.52-RSM (Lat: 33.781628,  Lng: -117.748239),  Route carried "under" structure: State highway 241,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2012),  Features Intersected: STATE ROUTE 241
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 32.520,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.8m (215.9ft)

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Structure Number: 55 0953,  Location: 12-ORA-241-18.64-RSM (Lat: 33.644044,  Lng: -117.605144),  Route carried "under" structure: State highway 241,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: TRABUCO CRK TRAIL
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 18.640,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.6m (159.4ft)

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Structure Number: 55 0953,  Location: 12-ORA-241-18.64-RSM (Lat: 33.644044,  Lng: -117.605144),  Route carried "under" structure: Ramp State highway 241,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 13,940 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: TRABUCO CRK TRAIL
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 18.640,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.6m (159.4ft)

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Structure Number: 55 0958,  Location: 12-ORA-241-31.66-RSM (Lat: 33.771411,  Lng: -117.741689),  Route carried "under" structure: State highway 241,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2012),  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: EOC ROAD
Minimum Vertical Clearance: 14.80m (48.56ft),  Kilometerpoint: 31.660,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.0m (173.9ft)