Bridge Statistics for San Juan Capistrano, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 55 0062,  Location: 12-ORA-074-10.44-SJCP (Lat: 33.573333,  Lng: -117.540000),  Route carried "on" structure: State highway 74,  Year Built: 1987,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 8,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,453 (year 2028),  Design Load: HS 20,  Features Intersected: SAN JUAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.440,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0063,  Location: 12-ORA-074-12.34-SJCP (Lat: 33.590000,  Lng: -117.515000),  Route carried "on" structure: State highway 74,  Year Built: 1991,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 8,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,453 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HOT SPRINGS CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.340,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0064,  Location: 12-ORA-074-13.29-SJCP (Lat: 33.591667,  Lng: -117.500000),  Route carried "on" structure: State highway 74,  Year Built: 1929,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,453 (year 2028),  Features Intersected: SAN JUAN CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.290,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $603,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $904,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0227,  Location: 12-ORA-005-7.34-SJCP (Lat: 33.473333,  Lng: -117.673333),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 212,000 (year 2000),  Design Load: HS 20,  Features Intersected: CAMINO CAPISTRANO ON-R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.340,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.7m (159.8ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 48.7m (159.8ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0229,  Location: 12-ORA-074-.01-SJCP (Lat: 33.503333,  Lng: -117.656667),  Route carried "on" structure: State highway 74,  Year Built: 1969,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 27,000 (year 1998),  Design Load: HS 20,  Features Intersected: ROUTE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $915,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,373,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 023,  Location: 12-ORA-005-10-SJCP (Lat: 33.508333,  Lng: -117.658333),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 232,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 407,318 (year 2029),  Design Load: HS 20,  Features Intersected: EL HORNO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.000,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.0m (193.6ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 60.2m (197.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0231,  Location: 12-ORA-005-10.91-SJCP (Lat: 33.521667,  Lng: -117.663333),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 232,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 407,318 (year 2029),  Design Load: HS 20,  Features Intersected: JUNIPERO SERRA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.910,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 58.5m (191.9ft),  Out-to-Out Width: 60.2m (197.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0289,  Location: 12-ORA-005-11.45-SJCP (Lat: 33.520000,  Lng: -117.668333),  Route carried "on" structure: Interstate 5,  Year Built: 1959,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 232,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 407,318 (year 2029),  Design Load: HS 20,  Features Intersected: TRABUCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.450,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 65.8m (215.9ft),  Out-to-Out Width: 67.5m (221.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0298,  Location: 12-ORA-005-8.8-SJCP (Lat: 33.491667,  Lng: -117.660000),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 212,000 (year 2000),  Design Load: HS 20,  Features Intersected: SAN JUAN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.800,  Lanes on structure: 12,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.3m (168.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 51.3m (168.3ft),  Out-to-Out Width: 52.5m (172.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $2,476,000,  Roadway Improvement Cost: $248,000,  Total Project Cost: $3,714,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 033,  Location: 12-ORA-005-9.51-SJCP (Lat: 33.501667,  Lng: -117.656667),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 212,000 (year 2000),  Design Load: HS 20,  Features Intersected: EL HORNO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.510,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 38.1m (125.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $76,000

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Structure Number: 55 051,  Location: 12-ORA-005-6.76-SJCP (Lat: 33.466667,  Lng: -117.668333),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 212,000 (year 2000),  Design Load: HS 20,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.760,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 53.1m (174.2ft),  Out-to-Out Width: 54.7m (179.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,458,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $2,187,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0620F,  Location: 12-ORA-001-R.13-SJCP (Lat: 33.466667,  Lng: -117.668333),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1973,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 36,000 (year 2000),  Design Load: HS 20,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0720F,  Location: 12-ORA-073-10.34-SJCP (Lat: 33.545000,  Lng: -117.673333),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 68.12m (223.49ft),  Design Load: HS 20+Mod,  Features Intersected: CAMINO CAPISTRANO,METRO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.340,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 86.9m (285.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 085,  Location: 12-ORA-074-2.28-SJCP (Lat: 33.520000,  Lng: -117.623333),  Route carried "on" structure: State highway 74,  Year Built: 1995,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 16,500 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,604 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SAN JUAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.280,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0002,  Location: 0.1 MI SE/O TRABCO CRK RD (Lat: 33.527778,  Lng: -117.670000),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 11,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,593 (year 2028),  Design Load: HS 20,  Features Intersected: TRABUCO CREEK CHANNEL,  Facility Carried by Structure: RANCHO VIEJO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0034,  Location: 0.4 MI. S/O DEL OBISPO ST (Lat: 33.491944,  Lng: -117.662778),  Route carried "on" structure: City street M250,  Year Built: 1987,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 20,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,080 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SAN JUAN CREEK CHANNEL,  Facility Carried by Structure: CAMINO CAPISTRANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0062,  Location: 0.4 MI. S/O ORTEGA HWY (Lat: 33.503889,  Lng: -117.647778),  Route carried "on" structure: City street M265,  Year Built: 1971,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 12,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,730 (year 2029),  Design Load: HS 20,  Features Intersected: SAN JUAN CREEK CHANNEL,  Facility Carried by Structure: LA NOVIA AVENUE
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),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $341,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $511,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0266,  Location: 0.5 MI. N/O JUNIPERO S RD (Lat: 33.526944,  Lng: -117.670000),  Route carried "on" structure: City street M250,  Year Built: 1970,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 4,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,217 (year 2028),  Design Load: HS 20,  Features Intersected: TRABUCO CREEK CHANNEL,  Facility Carried by Structure: CAMINO CAPISTRANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0396,  Location: 0.2 MI W/O CAMINO CPSTRN (Lat: 33.497778,  Lng: -117.665833),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 30,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,619 (year 2028),  Design Load: H 15,  Features Intersected: TRABUCO CREEK CHANNEL,  Facility Carried by Structure: DEL OBISBO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0505,  Location: 0.3 MI. N/O ORTEGA HWY. (Lat: 33.506944,  Lng: -117.660000),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,431 (year 2028),  Design Load: HS 20,  Features Intersected: HORNO CREEK CHANNEL,  Facility Carried by Structure: RANCHO VIEJO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.7m (71.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006

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Structure Number: 55C0608,  Location: 0.1 M/ W/O CAMINO CPSTRNO (Lat: 33.475000,  Lng: -117.675833),  Route carried "on" structure: City street M246,  Year Built: 1992,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 15,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,809 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK,  Facility Carried by Structure: STONEHILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0227,  Location: 12-ORA-005-7.34-SJCP (Lat: 33.473333,  Lng: -117.673333),  Route carried "under" structure: Other road ,  Year Built: 1960,  Structure Length: 7.62m (25.00ft),  Features Intersected: CAMINO CAPISTRANO ON-R,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 55 0229,  Location: 12-ORA-074-.01-SJCP (Lat: 33.503333,  Lng: -117.656667),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 212,000 (year 2000),  Features Intersected: ROUTE 5,  Facility Carried by Structure: ROUTE 74
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.096,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 55 023,  Location: 12-ORA-005-10-SJCP (Lat: 33.508333,  Lng: -117.658333),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 5.42m (17.78ft),  Features Intersected: EL HORNO STREET,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 55 0231,  Location: 12-ORA-005-10.91-SJCP (Lat: 33.521667,  Lng: -117.663333),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 3.81m (12.50ft),  Features Intersected: JUNIPERO SERRA RD,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 55 0298,  Location: 12-ORA-005-8.8-SJCP (Lat: 33.491667,  Lng: -117.660000),  Route carried "under" structure: City street M264,  Year Built: 1958,  Structure Length: 3.93m (12.89ft),  Features Intersected: SAN JUAN CREEK ROAD,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 55 051,  Location: 12-ORA-005-6.76-SJCP (Lat: 33.466667,  Lng: -117.668333),  Route carried "under" structure: State highway 1,  Year Built: 1973,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 36,000 (year 2000),  Features Intersected: SR 1,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.013,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 55 0620F,  Location: 12-ORA-001-R.13-SJCP (Lat: 33.466667,  Lng: -117.668333),  Route carried "under" structure: State highway 1,  Year Built: 1973,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 36,000 (year 2000),  Features Intersected: SR 1
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.013,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 55 0720F,  Location: 12-ORA-073-10.34-SJCP (Lat: 33.545000,  Lng: -117.673333),  Route carried "under" structure: City street M250,  Year Built: 1996,  Structure Length: 68.12m (223.49ft),  Features Intersected: CAMINO CAPISTRANO,METRO,  Facility Carried by Structure: S73-S5 CONNECTOR
Minimum Vertical Clearance: 7.59m (24.90ft),  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: 86.9m (285.1ft)

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Structure Number: 55 0720F,  Location: 12-ORA-073-10.34-SJCP (Lat: 33.545000,  Lng: -117.673333),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 68.12m (223.49ft),  Features Intersected: CAMINO CAPISTRANO,METRO,  Facility Carried by Structure: S73-S5 CONNECTOR
Minimum Vertical Clearance: 5.71m (18.73ft),  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: 86.9m (285.1ft)