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

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Structure Number: 55 0015Y,  Location: 12-ORA-001-R1-DAPT (Lat: 33.463333,  Lng: -117.681667),  Route carried "on" structure: Bypass State highway 1,  Year Built: 1927,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 8,000 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,343 (year 2031),  Design Load: H 15,  Features Intersected: SAN JUAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0224,  Location: 12-ORA-005-5.8-DAPT (Lat: 33.458333,  Lng: -117.650000),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,602 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: CAMINO DE ESTRELLA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0225,  Location: 12-ORA-005-6.62-DAPT (Lat: 33.465000,  Lng: -117.666667),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,801 (year 2031),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: VIA CALIFORNIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0239,  Location: 12-ORA-001-R.4-DAPT (Lat: 33.463333,  Lng: -117.671667),  Route carried "on" structure: State highway 1,  Year Built: 1960,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 36,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,811 (year 2031),  Design Load: HS 20,  Features Intersected: CAMINO CAPISTRANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.400,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0511,  Location: 12-ORA-001-R.2-DAPT (Lat: 33.466667,  Lng: -117.670000),  Route carried "on" structure: State highway 1,  Year Built: 1973,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 36,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,811 (year 2031),  Design Load: HS 20,  Features Intersected: N5-N1 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 93.6m (307.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0518,  Location: 12-ORA-001-3.12-DAPT (Lat: 33.475000,  Lng: -117.715000),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,801 (year 2031),  Design Load: HS 20,  Features Intersected: ROUTE 1,  Facility Carried by Structure: NIGUEL SHORES
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: 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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2009,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $871,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0519,  Location: 12-ORA-001-3.41-DAPT (Lat: 33.476667,  Lng: -117.715000),  Route carried "on" structure: State highway 1,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 40,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,000 (year 2029),  Design Load: HS 20,  Features Intersected: NIGUEL SHORES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.410,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Culverts: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009

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Structure Number: 55 0545,  Location: 12-ORA-001-R.78-DAPT (Lat: 33.463333,  Lng: -117.695000),  Route carried "on" structure: State highway 1,  Year Built: 1976,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 36,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,811 (year 2031),  Design Load: HS 20,  Features Intersected: DOHENY PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.780,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0546,  Location: 12-ORA-001-R.86-DAPT (Lat: 33.463333,  Lng: -117.696667),  Route carried "on" structure: State highway 1,  Year Built: 1976,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 36,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,811 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.860,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 94.0 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0546S,  Location: 12-ORA-001-R.85-DAPT (Lat: 33.463333,  Lng: -117.696667),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1976,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 3,000 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,504 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.850,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.7 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0547,  Location: 12-ORA-001-R.97-DAPT (Lat: 33.463333,  Lng: -117.698333),  Route carried "on" structure: State highway 1,  Year Built: 1976,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 40,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,790 (year 2031),  Design Load: HS 20,  Features Intersected: SAN JUAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.970,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 064,  Location: 12-ORA-001-3.8-DAPT (Lat: 33.481667,  Lng: -117.721667),  Route carried "on" structure: State highway 1,  Year Built: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 40,000 (year 2000),  Average Future Daily Traffic: 44,000 (year 2029),  Design Load: HS 20,  Features Intersected: SALT CREEK PUC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.800,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 24.7m (81.0ft)

Condition: Culverts: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009

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Structure Number: 55C0607,  Location: 0.4 MI. E/O DEL OBISPO ST (Lat: 33.475000,  Lng: -117.678889),  Route carried "on" structure: City street M246,  Year Built: 1992,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 13,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,702 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SAN JUAN CREEK CHANNEL,  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 continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0007,  Location: 12-ORA-001-R.8-DAPT (Lat: 33.463333,  Lng: -117.680000),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1927,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,000 (year 2003),  Truck Traffic: 6%,  Features Intersected: METROLINK,BNSF RY,AMTRAK
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.008,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 55 0224,  Location: 12-ORA-005-5.8-DAPT (Lat: 33.458333,  Lng: -117.650000),  Route carried "under" structure: Interstate 5,  Year Built: 1981,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 145,000 (year 2000),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: CAMINO DE ESTRELLA
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.058,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 55 0225,  Location: 12-ORA-005-6.62-DAPT (Lat: 33.465000,  Lng: -117.666667),  Route carried "under" structure: Interstate 5,  Year Built: 1960,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 229,000 (year 2000),  Truck Traffic: 10%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: VIA CALIFORNIA
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.662,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 55 0239,  Location: 12-ORA-001-R.4-DAPT (Lat: 33.463333,  Lng: -117.671667),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: CAMINO CAPISTRANO,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 55 0511,  Location: 12-ORA-001-R.2-DAPT (Lat: 33.466667,  Lng: -117.670000),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1973,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 14,900 (year 2005),  Truck Traffic: 6%,  Features Intersected: N5-N1 CONNECTOR RAMP,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.669,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 93.6m (307.1ft)

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Structure Number: 55 0518,  Location: 12-ORA-001-3.12-DAPT (Lat: 33.475000,  Lng: -117.715000),  Route carried "under" structure: State highway 1,  Year Built: 1969,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 40,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: ROUTE 1,  Facility Carried by Structure: NIGUEL SHORES
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.312,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)