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Bridge Statistics for Rancho Santa Margarita, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rancho Santa Margarita, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 499 meters (1,637ft) Total average daily traffic: 412,020 Total average daily truck traffic: 4,914 National Bridge Inventory (NBI) Registered Bridges for Rancho Santa Margarita
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 55 0697, Location: 12-ORA-241-17.6-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 8.75m (28.71ft), Design Load: HS 20+Mod, Features Intersected: SR 241, Facility Carried by Structure: ANTONIO PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 43.3m (142.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0699, Location: 12-ORA-241-18.53-RSM (Lat: 33.476667, Lng: -117.601667), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 9.60m (31.50ft), Design Load: HS 20+Mod, Features Intersected: SR 241, Facility Carried by Structure: STA MARGARITA PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Deck: Good, Superstructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0700L, Location: 12-ORA-241-18.7-RSM (Lat: 33.646667, Lng: -117.603333), Route carried "on" structure: State highway 241, Year Built: 1995, Year Reconstructed: 2005, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 7,900 (year 2000), Design Load: HS 20+Mod, Features Intersected: TRABUCO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.700, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.2m (86.0ft) 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0700R, Location: 12-ORA-241-18.7-RSM (Lat: 33.646667, Lng: -117.603333), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 43.43m (142.49ft), Average Daily Traffic: 7,900 (year 2000), Design Load: HS 20+Mod, Features Intersected: TRABUCO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.700, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 28.8m (94.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 56.3m (184.7ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0701L, Location: 12-ORA-241-19.33-RSM (Lat: 33.653333, Lng: -117.615000), Route carried "on" structure: State highway 241, Year Built: 1995, Year Reconstructed: 2004, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 7,900 (year 2000), Design Load: HS 20+Mod, Features Intersected: MELINDA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.330, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0701R, Location: 12-ORA-241-19.33-RSM (Lat: 33.653333, Lng: -117.615000), Route carried "on" structure: State highway 241, Year Built: 1995, Year Reconstructed: 2004, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 7,900 (year 2000), Design Load: HS 20+Mod, Features Intersected: MELINDA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.330, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0702, Location: 12-ORA-241-20.12-RSM (Lat: 33.655000, Lng: -117.628333), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 8.99m (29.49ft), Design Load: HS 20+Mod, Features Intersected: ROUTE 241, Facility Carried by Structure: LOS ALISOS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0715K, Location: 12-ORA-241-17.40-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: Ramp State highway 241, Year Built: 1998, Status: Open, Structure Length: 11.65m (38.22ft), Design Load: HS 20+Mod, Features Intersected: Tijeras Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.400, Lanes on structure: 2, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0715L, Location: 12-ORA-241-17.4-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 3,650 (year 2000), Design Load: HS 20+Mod, Features Intersected: Tijeras Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.400, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0715R, Location: 12-ORA-241-17.4-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 12.39m (40.65ft), Average Daily Traffic: 3,650 (year 2000), Design Load: HS 20+Mod, Features Intersected: Tijeras Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.400, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0802, Location: 12-ORA-241-32.37-RSM (Lat: 33.780556, Lng: -117.748056), Route carried "on" structure: Ramp State highway 241, Year Built: 1997, Status: Open, Structure Length: 18.62m (61.09ft), Average Daily Traffic: 20,000 (year 2000), Average Future Daily Traffic: 23,699 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 241 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.370, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0803, Location: 12-ORA-241-32.52-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 9,400 (year 2005), Average Future Daily Traffic: 11,334 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 241, Facility Carried by Structure: CHAPMAN-SANTIAGO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 65.8m (215.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0823L, Location: 12-ORA-241-33.7-RSM (Lat: 33.794444, Lng: -117.732222), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 38.71m (127.00ft), Average Daily Traffic: 20,500 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20+Mod, Features Intersected: SANTIAGO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.700, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0823R, Location: 12-ORA-241-33.7-RSM (Lat: 33.792778, Lng: -117.730278), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 38.71m (127.00ft), Average Daily Traffic: 20,500 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20+Mod, Features Intersected: SANTIAGO CREEK Minimum Vertical Clearance: 25.00m (82.02ft), Kilometerpoint: 33.700, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0895, Location: 12-ORA-241-28.7-RSM (Lat: 33.736389, Lng: -117.717778), Route carried "on" structure: State highway 241, Year Built: 1997, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 35,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 46,368 (year 2029), Design Load: HS 20+Mod, Features Intersected: HAUL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.700, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Good, Superstructure: 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0895L, Location: 12-ORA-241-28.7-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 4.30m (14.11ft), Design Load: HS 20+Mod, Features Intersected: HAUL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.700, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0958, Location: 12-ORA-241-31.66-RSM (Lat: 33.771667, Lng: -117.741111), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 309 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 241, Facility Carried by Structure: EOC ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0996L, Location: 12-ORA-241-16-RSM (Lat: 33.610833, Lng: -117.611944), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,650 (year 2000), Design Load: HS 20+Mod, Features Intersected: Wildlife Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0996R, Location: 12-ORA-241-16-RSM (Lat: 33.610556, Lng: -117.611389), Route carried "on" structure: State highway 241, Year Built: 1998, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,650 (year 2000), Design Load: HS 20+Mod, Features Intersected: Wildlife Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Toll: On toll road, Owner: Local Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0520L, Location: 0.2 MI E/O ALICIA PARKWAY (Lat: 33.638333, Lng: -117.617500), Route carried "on" structure: County highway W458, Year Built: 1991, Status: Open, Structure Length: 36.79m (120.70ft), Average Daily Traffic: 23,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 46,928 (year 2028), Design Load: HS 20+Mod, Features Intersected: ARROYO TRABUCO, Facility Carried by Structure: W/B SNTA MRGTA PWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.1m (184.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Fair, Superstructure: 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0520R, Location: 0.2 MI. SE/O ALICIA PKWY (Lat: 33.636944, Lng: -117.615833), Route carried "on" structure: County highway W458, Year Built: 1984, Status: Open, Structure Length: 36.58m (120.01ft), Average Daily Traffic: 23,000 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 46,928 (year 2028), Design Load: HS 20+Mod, Features Intersected: ARROYO TRABUCO, Facility Carried by Structure: E/B SNTA MRGTA PWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0605, Location: 0.8 MI SW/O AVENIDA BNDRA (Lat: 33.605000, Lng: -117.621944), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 20,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 41,216 (year 2028), Design Load: HS 20+Mod, Features Intersected: TIJERAS CREEK, Facility Carried by Structure: ANTONIO PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 30, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Deck: Good, Superstructure: 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55 0697, Location: 12-ORA-241-17.6-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "under" structure: State highway 241, Year Built: 1998, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 15,800 (year 2000), Features Intersected: SR 241, Facility Carried by Structure: ANTONIO PARKWAY Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.176, Lanes on structure: 8, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.8m (147.0ft) Find on map >>
Structure Number: 55 0699, Location: 12-ORA-241-18.53-RSM (Lat: 33.476667, Lng: -117.601667), Route carried "under" structure: State highway 241, Year Built: 1995, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 15,800 (year 2000), Features Intersected: SR 241, Facility Carried by Structure: STA MARGARITA PKWY Minimum Vertical Clearance: 5.47m (17.95ft), Kilometerpoint: 1.853, Lanes on structure: 8, Lanes under structure: 5, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.1m (161.1ft) Find on map >>
Structure Number: 55 0701L, Location: 12-ORA-241-19.33-RSM (Lat: 33.653333, Lng: -117.615000), Route carried "under" structure: County highway , Year Built: 1995, Structure Length: 5.00m (16.40ft), Features Intersected: MELINDA ROAD, Facility Carried by Structure: STATE ROUTE 241 SB Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.1m (161.1ft) Find on map >>
Structure Number: 55 0701R, Location: 12-ORA-241-19.33-RSM (Lat: 33.653333, Lng: -117.615000), Route carried "under" structure: County highway , Year Built: 1995, Structure Length: 5.07m (16.63ft), Features Intersected: MELINDA ROAD, Facility Carried by Structure: STATE ROUTE 241 NB Minimum Vertical Clearance: 7.42m (24.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.0m (164.0ft) Find on map >>
Structure Number: 55 0702, Location: 12-ORA-241-20.12-RSM (Lat: 33.655000, Lng: -117.628333), Route carried "under" structure: State highway 241, Year Built: 1995, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 15,800 (year 2000), Features Intersected: ROUTE 241, Facility Carried by Structure: LOS ALISOS BLVD Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 2.012, Lanes on structure: 5, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.0m (150.9ft) Find on map >>
Structure Number: 55 0802, Location: 12-ORA-241-32.37-RSM (Lat: 33.780556, Lng: -117.748056), Route carried "under" structure: State highway 241, Year Built: 1997, Structure Length: 18.62m (61.09ft), Average Daily Traffic: 48,000 (year 2005), Truck Traffic: 2%, Features Intersected: SR 241 Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 3.237, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 55 0803, Location: 12-ORA-241-32.52-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "under" structure: State highway 241, Year Built: 1997, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 48,000 (year 2005), Truck Traffic: 2%, Features Intersected: SR 241, Facility Carried by Structure: CHAPMAN-SANTIAGO Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 3.252, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 65.8m (215.9ft) Find on map >>
Structure Number: 55 0895, Location: 12-ORA-241-28.7-RSM (Lat: 33.736389, Lng: -117.717778), Route carried "under" structure: Other road , Year Built: 1997, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10 (year 2000), Truck Traffic: 1%, Features Intersected: HAUL ROAD, Facility Carried by Structure: SR 241 Minimum Vertical Clearance: 0.78m (2.56ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.5m (155.8ft) Find on map >>
Structure Number: 55 0895L, Location: 12-ORA-241-28.7-RSM (Lat: 33.000000, Lng: -117.000000), Route carried "under" structure: Other road , Year Built: 1998, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 10 (year 2000), Truck Traffic: 1%, Features Intersected: HAUL ROAD, Facility Carried by Structure: SR 241 Minimum Vertical Clearance: 7.03m (23.06ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: 55 0953, Location: 12-ORA-241-18.64-RSM (Lat: 33.644444, Lng: -117.604444), Route carried "under" structure: State highway 241, Year Built: 2000, Structure Length: 11.62m (38.12ft), Average Daily Traffic: 15,800 (year 2000), Features Intersected: SR 241, Facility Carried by Structure: TRABUCO BKE TRL OC Minimum Vertical Clearance: 0.66m (2.17ft), Kilometerpoint: 1.864, Lanes under structure: 4, Toll: On toll road, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 48.6m (159.4ft) Find on map >>
Structure Number: 55 0953, Location: 12-ORA-241-18.64-RSM (Lat: 33.644444, Lng: -117.604444), Route carried "under" structure: Ramp State highway 241, Year Built: 2000, Structure Length: 11.62m (38.12ft), Features Intersected: SR 241, Facility Carried by Structure: TRABUCO BKE TRL OC Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 1.864, Lanes under structure: 1, Toll: On toll road, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 48.6m (159.4ft) Find on map >>
Structure Number: 55 0958, Location: 12-ORA-241-31.66-RSM (Lat: 33.771667, Lng: -117.741111), Route carried "under" structure: State highway 241, Year Built: 1997, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 35,000 (year 2000), Truck Traffic: 2%, Features Intersected: SR 241, Facility Carried by Structure: EOC ROAD Minimum Vertical Clearance: 14.88m (48.82ft), Kilometerpoint: 3.166, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.0m (173.9ft) Discuss this city on our hugely popular California forum Back to: Rancho Santa Margarita, CA, California, All US cities.
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