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

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Structure Number: 55 0232, Location: 12-ORA-005-12.94-MSNV (Lat: 33.531667, Lng: -117.671667), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1969, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 254,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 362,159 (year 2031), Design Load: HS 20, Features Intersected: AVERY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.940, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0233, Location: 12-ORA-005-14.79-MSNV (Lat: 33.573333, Lng: -117.671667), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 253,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 431,531 (year 2031), Design Load: HS 20, Features Intersected: OSO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.790, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.8m (173.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 52.8m (173.2ft), Out-to-Out Width: 54.6m (179.1ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0444, Location: 12-ORA-005-13.78-MSNV (Lat: 33.560000, Lng: -117.671667), Route carried "on" structure: City street M238, Year Built: 1969, Year Reconstructed: 1980, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 20,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 23,203 (year 2031), Design Load: HS 20+Mod, Features Intersected: I 5, Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), 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: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 34.4m (112.9ft)

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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $2,687,000, Roadway Improvement Cost: $537,000, Total Project Cost: $4,514,000 ( 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 0509, Location: 12-ORA-005-15.22-MSNV (Lat: 33.579972, Lng: -117.671722), Route carried "on" structure: City street M243, Year Built: 1971, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 17,402 (year 2031), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: OSO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), 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: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 33.2m (108.9ft)

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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0703L, Location: 12-ORA-241-20.4-MSNV (Lat: 33.656250, Lng: -117.629639), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 7,900 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 8,690 (year 2031), Design Load: HS 20+Mod, Features Intersected: UPPER OSO RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.400, Lanes on structure: 2, 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 continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 84.1m (275.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0703R, Location: 12-ORA-241-20.4-MSNV (Lat: 33.656722, Lng: -117.629389), Route carried "on" structure: State highway 241, Year Built: 1995, Year Reconstructed: 2003, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 7,900 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 8,690 (year 2031), Design Load: HS 20+Mod, Features Intersected: UPPER OSO RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.400, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 84.1m (275.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0704L, Location: 12-ORA-241-21-MSNV (Lat: 33.661944, Lng: -117.637694), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 18,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 20,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALISO CREEK & EL TORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 86.9m (285.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0704R, Location: 12-ORA-241-21-MSNV (Lat: 33.662111, Lng: -117.637194), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 18,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 20,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALISO CREEK & EL TORO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 86.9m (285.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0186, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.646644, Lng: -117.655786), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,567 (year 2028), Design Load: HS 20, Features Intersected: ENGLISH CANYON CHANNEL, Facility Carried by Structure: ENTIDAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0187, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.639792, Lng: -117.659122), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,828 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: ENGLISH CANYON CHANNEL, Facility Carried by Structure: VISTA DEL LAGO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C019, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.636269, Lng: -117.662211), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,025 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,045 (year 2028), Design Load: HS 20, Features Intersected: ENGLISH CANYON CHANNEL, Facility Carried by Structure: VIA NOVENO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0213, Location: 0.2 MI SW/O JERONIMO RD (Lat: 33.620642, Lng: -117.687383), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 42,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 63,673 (year 2028), Design Load: HS 20+Mod, Features Intersected: SCRRA,BNSF RY,AMTRAK, Facility Carried by Structure: LOS ALISOS BLVD
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: 26.8m (87.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Inventory Rating: 53.5 metric tons, 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 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0214L, Location: 0.20 MI SW/O JERONIMO RD (Lat: 33.613553, Lng: -117.681336), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 21,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 32,645 (year 2028), Design Load: HS 20+Mod, Features Intersected: SCRRA,BNSF RY,AMTRAK, Facility Carried by Structure: W/B ALICIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0214R, Location: 0.20 MI SW/O JERONIMO RD (Lat: 33.613369, Lng: -117.681272), Route carried "on" structure: City street , Year Built: 1973, Year Reconstructed: 1976, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 21,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 32,645 (year 2028), Design Load: HS 20+Mod, Features Intersected: SCRRA,BNSF RY,AMTRAK, Facility Carried by Structure: E/B ALICIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0215L, Location: 200' NE/O MUIRLANDS BLVD (Lat: 33.599936, Lng: -117.674736), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 13,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 26,524 (year 2028), Design Load: HS 20, Features Intersected: SCRRA,BNSF RY,AMTRAK, Facility Carried by Structure: W/B LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Inventory Rating: 37.2 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $98,000, Total Project Cost: $824,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0215R, Location: 200' NE/O MUIRLANDS BLVD. (Lat: 33.599794, Lng: -117.674708), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 21,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 26,524 (year 2028), Design Load: HS 20, Features Intersected: SCRRA,BNSF RY,AMTRAK, Facility Carried by Structure: E/B LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Inventory Rating: 37.2 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $99,000, Total Project Cost: $836,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C028, Location: 0.4 MI. E/O ROUTE 5 FWY (Lat: 33.582258, Lng: -117.664553), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 55,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 112,219 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK, Facility Carried by Structure: OSO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 37.0m (121.4ft)

Condition: Channel: Very good, Culverts: 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: Better than 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: July 11

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Structure Number: 55C0395, Location: 0.6 MI. W/O TRABUCO ROAD (Lat: 33.626686, Lng: -117.674986), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,695 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 43,133 (year 2028), Design Load: HS 20, Features Intersected: ENGLISH CANYON CHANNEL, Facility Carried by Structure: LOS ALISOS BLVD
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: 26.8m (87.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), 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: 46.0m (150.9ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable 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: March 11

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Structure Number: 55C0397, Location: 0.5 MI. S/O LA PAZ ROAD (Lat: 33.590883, Lng: -117.659656), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 45,736 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 58,909 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK CHANNEL, Facility Carried by Structure: MARGUERITE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)

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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2008

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Structure Number: 55C0491, Location: .2 MI E/O MARGUERITE PKWY (Lat: 33.616069, Lng: -117.650150), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,062 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,113 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK, Facility Carried by Structure: CASTA DEL SOL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)

Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 11

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Structure Number: 55C0492, Location: 0.31 MI E MARGUERITE PKY (Lat: 33.607839, Lng: -117.649336), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15,313 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 26,702 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK SERVICE ROAD, Facility Carried by Structure: JERONIMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 38.7m (127.0ft)

Condition: Channel: Excellent, Culverts: Fair, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: March 11

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Structure Number: 55C0493, Location: .30 MI E MARGUERITE PKWY (Lat: 33.607842, Lng: -117.649336), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15,313 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 26,702 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK, Facility Carried by Structure: JERONIMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft)

Condition: Channel: Very good, Culverts: Satisfactory, 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 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: June 2008

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Structure Number: 55C0494L, Location: 0.2 MI E/O MARGUERITE PKW (Lat: 33.596439, Lng: -117.655939), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,140 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 20,540 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK, Facility Carried by Structure: W/B LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 84.3 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0494R, Location: 0.2 MI E/O MARGUERITE PKW (Lat: 33.596311, Lng: -117.655939), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,140 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 20,540 (year 2028), Design Load: HS 20, Features Intersected: OSO CREEK, Facility Carried by Structure: E/B LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0623, Location: 0.1 MI. N/O OSO PARKWAY (Lat: 33.580000, Lng: -117.671667), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 10.62m (34.84ft), Average Daily Traffic: 16,970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 24,648 (year 2028), Design Load: HS 20+Mod, Features Intersected: BNSF RY,AMTRAK,METROLINK, Facility Carried by Structure: EL PASEO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.62m (34.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,678,000, Roadway Improvement Cost: $335,000, Total Project Cost: $2,819,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0232, Location: 12-ORA-005-12.94-MSNV (Lat: 33.531667, Lng: -117.671667), Route carried "under" structure: City street M242, Year Built: 1959, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 3%, Features Intersected: AVERY PARKWAY, Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 55 0444, Location: 12-ORA-005-13.78-MSNV (Lat: 33.560000, Lng: -117.671667), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 253,000 (year 2005), Truck Traffic: 4%, Features Intersected: I 5, Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 1.378, Lanes on structure: 9, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 55 0509, Location: 12-ORA-005-15.22-MSNV (Lat: 33.579972, Lng: -117.671722), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 253,000 (year 2005), Truck Traffic: 4%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: OSO PARKWAY
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 1.522, Lanes on structure: 7, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 55 0704L, Location: 12-ORA-241-21-MSNV (Lat: 33.661944, Lng: -117.637694), Route carried "under" structure: County highway W455, Year Built: 1995, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Features Intersected: ALISO CREEK & EL TORO RD, Facility Carried by Structure: ROUTE 241
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, 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 0704R, Location: 12-ORA-241-21-MSNV (Lat: 33.662111, Lng: -117.637194), Route carried "under" structure: County highway W455, Year Built: 1995, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Features Intersected: ALISO CREEK & EL TORO RD, Facility Carried by Structure: ROUTE 241
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 86.9m (285.1ft)