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Bridge Statistics for Laguna Hills, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Laguna Hills, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 138 meters (453ft) Total average daily traffic: 2,133,000 Total average daily truck traffic: 95,340 National Bridge Inventory (NBI) Registered Bridges for Laguna Hills
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 55 0014, Location: 12-ORA-005-17.75-LGNH (Lat: 33.606667, Lng: -117.693333), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 320,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 327,771 (year 2029), Design Load: HS 20, Features Intersected: ALISO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.750, Lanes on structure: 14, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 62.8m (206.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 62.8m (206.0ft), Out-to-Out Width: 67.9m (222.8ft) Condition: Deck: Good, Superstructure: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0221, Location: 12-ORA-005-16.36-LGNH (Lat: 33.596667, Lng: -117.673333), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 281,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 327,771 (year 2029), Design Load: HS 20, Features Intersected: BNSF RY,AMTRAK,METROLINK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.360, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.5m (178.8ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 54.5m (178.8ft), Out-to-Out Width: 54.5m (178.8ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0221S, Location: 12-ORA-005-16.36-LGNH (Lat: 33.596667, Lng: -117.673333), Route carried "on" structure: Ramp Interstate 5, Year Built: 1969, Status: Open, Structure Length: 7.68m (25.20ft), Design Load: HS 20+Mod, Features Intersected: BNSF RY,AMTRAK,METROLINK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.360, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0234, Location: 12-ORA-005-16.53-LGNH (Lat: 33.598333, Lng: -117.675000), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 320,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 327,771 (year 2029), Design Load: HS 20, Features Intersected: LA PAZ RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.530, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 53.6m (175.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0234S, Location: 12-ORA-005-16.53-LGNH (Lat: 33.598333, Lng: -117.675000), Route carried "on" structure: Ramp Interstate 5, Year Built: 1969, Status: Open, Structure Length: 3.75m (12.30ft), Design Load: HS 20, Features Intersected: LA PAZ RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.530, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0235, Location: 12-ORA-005-18.69-LGNH (Lat: 33.615000, Lng: -117.706667), Route carried "on" structure: Interstate 5, Year Built: 1969, Year Reconstructed: 1996, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 356,000 (year 2000), Design Load: HS 20+Mod, Features Intersected: EL TORO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.690, Lanes on structure: 15, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 61.0m (200.1ft), Out-to-Out Width: 66.1m (216.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0591, Location: 12-ORA-005-17.47-LGNH (Lat: 33.605000, Lng: -117.691667), Route carried "on" structure: County highway M230, Year Built: 1974, Status: Open, Structure Length: 9.60m (31.50ft), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: ALICIA PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 36.9m (121.1ft) 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0631, Location: 12-ORA-005-17.94-LGNH (Lat: 33.605000, Lng: -117.706667), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 7.59m (24.90ft), Design Load: HS 20, Features Intersected: I 5, Facility Carried by Structure: LOS ALISOS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), 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: 23.1m (75.8ft), Out-to-Out Width: 26.8m (87.9ft) 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0749L, Location: 12-ORA-073-11.76-LGNH (Lat: 33.556667, Lng: -117.683333), Route carried "on" structure: State highway 73, Year Built: 1996, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 24,000 (year 1999), Design Load: HS 20+Mod, Features Intersected: GREENFIELD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.760, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0749R, Location: 12-ORA-073-11.76-LGNH (Lat: 33.556667, Lng: -117.683333), Route carried "on" structure: State highway 73, Year Built: 1996, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 24,000 (year 1999), Design Load: HS 20+Mod, Features Intersected: GREENFIELD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.760, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0056, Location: 0.1 MI WEST OF ROUTE I-5 (Lat: 33.580000, Lng: -117.672778), Route carried "on" structure: City street M243, Year Built: 1971, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 38,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 78,311 (year 2029), Design Load: HS 20+Mod, Features Intersected: BNSF RY,AMTRAK,METROLINK, Facility Carried by Structure: OSO PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 29 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: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 33.2m (108.9ft) Condition: Deck: Fair, 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: Somewhat better than minimum adequacy, Underclear: 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 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C0191, Location: 0.2 MI S OF LAKE FOREST (Lat: 33.627778, Lng: -117.740000), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 8,244 (year 2029), Design Load: HS 20, Features Intersected: CANADA CHANNEL, Facility Carried by Structure: SANTA VITTORIA DR 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), 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: 15.9m (52.2ft) Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C022, Location: 0.2 MI S OF LOS ALISOS B (Lat: 33.602778, Lng: -117.702778), Route carried "on" structure: City street M231, Year Built: 1966, Year Reconstructed: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 31,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 63,885 (year 2029), Design Load: HS 20, Features Intersected: ALISO CREEK, Facility Carried by Structure: PASEO DE VALENCIA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 25.6m (84.0ft) 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007 Find on map >>
Structure Number: 55C0221L, Location: 1.5 MI S EL TORO RD (Lat: 33.590000, Lng: -117.711944), Route carried "on" structure: City street M032, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 12,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 24,812 (year 2029), Design Load: HS 20+Mod, Features Intersected: ALISO CREEK, Facility Carried by Structure: S/B MOULTON PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: 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: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C0221R, Location: 1.5 MI S EL TORO RD (Lat: 33.590000, Lng: -117.711944), Route carried "on" structure: City street M032, Year Built: 1969, Year Reconstructed: 1983, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 12,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 24,812 (year 2029), Design Load: HS 20, Features Intersected: ALISO CREEK, Facility Carried by Structure: N/B MOULTON PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0237, Location: 200' NW ALICIA PKWAY (Lat: 33.583889, Lng: -117.707778), Route carried "on" structure: City street M032, Year Built: 1968, Year Reconstructed: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 43,277 (year 2029), Design Load: HS 20, Features Intersected: ALICIA CREEK, Facility Carried by Structure: MOULTON PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 29.9m (98.1ft) 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007 Find on map >>
Structure Number: 55C0238, Location: 200' N OF LA PAZ RD (Lat: 33.576944, Lng: -117.702778), Route carried "on" structure: City street M032, Year Built: 1968, Year Reconstructed: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 43,277 (year 2029), Design Load: HS 20, Features Intersected: ALISO HILLS CR EQUIP UC, Facility Carried by Structure: MOULTON PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 29.9m (98.1ft) 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007 Find on map >>
Structure Number: 55C0239, Location: 0.2 MI NE OF MOULTON PWY (Lat: 33.578889, Lng: -117.696944), Route carried "on" structure: City street M236, Year Built: 1968, Year Reconstructed: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 32,863 (year 2028), Design Load: HS 20, Features Intersected: LA PAZ EQUIP UC, Facility Carried by Structure: LA PAZ RD 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 25.6m (84.0ft) 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006 Find on map >>
Structure Number: 55C0495, Location: 0.1 MI S/O OSO PARKWAY (Lat: 33.573889, Lng: -117.690833), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Design Load: HS 20, Features Intersected: NARCO CHANNEL, Facility Carried by Structure: NELLIE GAIL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 21 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft) 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007 Find on map >>
Structure Number: 55C0529L, Location: 400' E/O MOULTON PKWY (Lat: 33.592778, Lng: -117.711944), Route carried "on" structure: City street M274, Year Built: 1985, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,000 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 3,618 (year 2029), Design Load: HS 20, Features Intersected: ALISO CREEK, Facility Carried by Structure: W/B LGNA HILLS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Poor, 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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0529R, Location: 400' E/O MOULTON PKWY (Lat: 33.592778, Lng: -117.711944), Route carried "on" structure: City street M274, Year Built: 1985, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 3,000 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 3,606 (year 2028), Design Load: HS 20, Features Intersected: ALISO CREEK, Facility Carried by Structure: E/B LGNA HILLS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0549, Location: 0.2 MI S LAKE FOREST DR (Lat: 33.626944, Lng: -117.733333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2029), Design Load: HS 20, Features Intersected: CANADA CHANNEL, Facility Carried by Structure: MILL CREEK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft) 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C0662, Location: 100' west of Alicia Pkwy (Lat: 33.588333, Lng: -117.701667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,135 (year 2028), Design Load: HS 20, Features Intersected: BIKEWAY UNDERCROSSING, Facility Carried by Structure: VIA LOMAS 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft) Condition: Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006 Find on map >>
Structure Number: 55 0234, Location: 12-ORA-005-16.53-LGNH (Lat: 33.598333, Lng: -117.675000), Route carried "under" structure: County highway M236, Year Built: 1959, Structure Length: 3.75m (12.30ft), Features Intersected: LA PAZ RD, 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: Tee Beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 55 0234S, Location: 12-ORA-005-16.53-LGNH (Lat: 33.598333, Lng: -117.675000), Route carried "under" structure: City street M236, Year Built: 1969, Structure Length: 3.75m (12.30ft), Features Intersected: LA PAZ RD, Facility Carried by Structure: INTERSTATE 5 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 55 0235, Location: 12-ORA-005-18.69-LGNH (Lat: 33.615000, Lng: -117.706667), Route carried "under" structure: County highway M228, Year Built: 1969, Structure Length: 4.35m (14.27ft), Features Intersected: EL TORO ROAD, Facility Carried by Structure: INTERSTATE 5 Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 15, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 55 0591, Location: 12-ORA-005-17.47-LGNH (Lat: 33.605000, Lng: -117.691667), Route carried "under" structure: Interstate 5, Year Built: 1974, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 320,000 (year 2000), Truck Traffic: 6%, Features Intersected: ROUTE 5, Facility Carried by Structure: ALICIA PARKWAY Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 1.747, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.7m (163.1ft) Find on map >>
Structure Number: 55 0631, Location: 12-ORA-005-17.94-LGNH (Lat: 33.605000, Lng: -117.706667), Route carried "under" structure: Interstate 5, Year Built: 1984, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 320,000 (year 2000), Truck Traffic: 6%, Features Intersected: I 5, Facility Carried by Structure: LOS ALISOS BLVD Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 1.794, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 55 0749L, Location: 12-ORA-073-11.76-LGNH (Lat: 33.556667, Lng: -117.683333), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 5.26m (17.26ft), Features Intersected: GREENFIELD DRIVE, Facility Carried by Structure: SR 73 SB Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 55 0749R, Location: 12-ORA-073-11.76-LGNH (Lat: 33.556667, Lng: -117.683333), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 5.26m (17.26ft), Features Intersected: GREENFIELD DRIVE, Facility Carried by Structure: SR 73 NB Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft) Discuss this city on our hugely popular California forum Back to: Laguna Hills, CA, California, All US cities.
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