Bridge Statistics for Mission Viejo, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 794ft / 242mTotal length
- $1,965,000Total costs
- 1,660,175Total average daily traffic
- 60,938Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mission Viejo
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 51960-1969
- 131970-1979
- 71990-1999
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 47.4%Good
- 47.4%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 95.0%Good
- 5.0%Fair
- Bridge Condition - Substructure
- 90.0%Good
- 5.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Channel
- 14.3%Excellent
- 78.6%Very good
- 7.1%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Poor
Find on map >> Show street view
Structure Number: 55 0232, Location: 12-ORA-005-12.94-MSNV (Lat: 33.547125, Lng: -117.672683), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 281,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 330,452 (year 2038), 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: 5, 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: Stringer/Multi-beam, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0232, Location: 12-ORA-005-12.94-MSNV (Lat: 33.547125, Lng: -117.672683), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 281,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 330,452 (year 2038), 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: 5, 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: Stringer/Multi-beam, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0233, Location: 12-ORA-005-14.79-MSNV (Lat: 33.573922, Lng: -117.671539), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 269,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 320,000 (year 2038), 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 continuous, 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0233, Location: 12-ORA-005-14.79-MSNV (Lat: 33.573922, Lng: -117.671539), Route carried "on" structure: Interstate 5, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 269,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 320,000 (year 2038), 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 continuous, 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0444, Location: 12-ORA-005-13.78-MSNV (Lat: 33.558856, Lng: -117.673381), Route carried "on" structure: City street M238, Year Built: 1969, Year Reconstructed: 2013, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 61,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 63,671 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), 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: 37.5m (123.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0444, Location: 12-ORA-005-13.78-MSNV (Lat: 33.558856, Lng: -117.673381), Route carried "on" structure: City street M238, Year Built: 1969, Year Reconstructed: 2013, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 61,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 63,671 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), 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: 37.5m (123.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0502R, Location: 12-ORA-091-R3.58R-FUL (Lat: 33.856428, Lng: -117.981136), Route carried "on" structure: State highway 91, Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 134,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 149,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR,I 5 SB,S5-MAGNOLIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.580, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.9m (78.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0502R, Location: 12-ORA-091-R3.58R-FUL (Lat: 33.856428, Lng: -117.981136), Route carried "on" structure: State highway 91, Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 134,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 149,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: UP RR,I 5 SB,S5-MAGNOLIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.580, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.9m (78.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0509, Location: 12-ORA-005-15.22-MSNV (Lat: 33.579989, Lng: -117.672181), Route carried "on" structure: City street M243, Year Built: 1971, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 15,000 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 17,753 (year 2038), 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: 11, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0509, Location: 12-ORA-005-15.22-MSNV (Lat: 33.579989, Lng: -117.672181), Route carried "on" structure: City street M243, Year Built: 1971, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 15,000 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 17,753 (year 2038), 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: 11, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0703L, Location: 12-ORA-241-20.40-MSNV (Lat: 33.656328, Lng: -117.629636), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0703L, Location: 12-ORA-241-20.40-MSNV (Lat: 33.656328, Lng: -117.629636), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0703R, Location: 12-ORA-241-20.40-MSNV (Lat: 33.656819, Lng: -117.629336), Route carried "on" structure: State highway 241, Year Built: 1995, Year Reconstructed: 2003, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPPER OSO RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.400, Lanes on structure: 4, 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: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0703R, Location: 12-ORA-241-20.40-MSNV (Lat: 33.656819, Lng: -117.629336), Route carried "on" structure: State highway 241, Year Built: 1995, Year Reconstructed: 2003, Status: Open, Structure Length: 46.91m (153.90ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPPER OSO RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.400, Lanes on structure: 4, 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: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0704L, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661772, Lng: -117.637328), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0704L, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661772, Lng: -117.637328), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0704R, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661933, Lng: -117.636792), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), 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: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0704R, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661933, Lng: -117.636792), Route carried "on" structure: State highway 241, Year Built: 1995, Status: Open, Structure Length: 31.91m (104.69ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,000 (year 2040), 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: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C018, Location: 2.7 MI E/O SANTIAGO ROAD (Lat: 33.746836, Lng: -117.631233), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 4,204 (year 2039), Features Intersected: SILVERADO CANYON CREEK, Facility Carried by Structure: SILVERADO CNYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55C018, Location: 2.7 MI E/O SANTIAGO ROAD (Lat: 33.746836, Lng: -117.631233), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 4,204 (year 2039), Features Intersected: SILVERADO CANYON CREEK, Facility Carried by Structure: SILVERADO CNYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 55C0186, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.646656, Lng: -117.655922), 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: 1,899 (year 2037), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0186, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.646656, Lng: -117.655922), 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: 1,899 (year 2037), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: April 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0187, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.639778, Lng: -117.659056), 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: 4,289 (year 2041), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0187, Location: 300' W/O LOS ALISOS BLVD (Lat: 33.639778, Lng: -117.659056), 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: 4,289 (year 2041), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0214L, Location: 0.20 MI SW/O JERONIMO RD (Lat: 33.613400, Lng: -117.681475), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 34,088 (year 2040), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0214L, Location: 0.20 MI SW/O JERONIMO RD (Lat: 33.613400, Lng: -117.681475), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 34,088 (year 2040), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0214R, Location: 0.20 MI SW/O JERONIMO RD (Lat: 33.613253, Lng: -117.681361), 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 2020), Truck Traffic: 1%, Average Future Daily Traffic: 34,088 (year 2041), 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), 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: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $487,000, Roadway Improvement Cost: $97,000, Total Project Cost: $818,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0214R, Location: 0.20 MI SW/O JERONIMO RD (Lat: 33.613253, Lng: -117.681361), 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 2020), Truck Traffic: 1%, Average Future Daily Traffic: 34,088 (year 2041), 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), 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: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $487,000, Roadway Improvement Cost: $97,000, Total Project Cost: $818,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0215L, Location: 200' NE/O MUIRLANDS BLVD (Lat: 33.599775, Lng: -117.674942), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 24,149 (year 2040), 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: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0215L, Location: 200' NE/O MUIRLANDS BLVD (Lat: 33.599775, Lng: -117.674942), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 24,149 (year 2040), 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: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0215R, Location: 200' NE/O MUIRLANDS BLVD. (Lat: 33.599628, Lng: -117.674944), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,149 (year 2040), 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: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0215R, Location: 200' NE/O MUIRLANDS BLVD. (Lat: 33.599628, Lng: -117.674944), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,149 (year 2040), 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: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0395, Location: 0.6 MI. W/O TRABUCO ROAD (Lat: 33.626539, Lng: -117.675203), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,695 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 43,857 (year 2040), 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: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: May 2020
Structure Number: 55C0395, Location: 0.6 MI. W/O TRABUCO ROAD (Lat: 33.626539, Lng: -117.675203), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,695 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 43,857 (year 2040), 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: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: May 2020
Find on map >> Show street view
Structure Number: 55C0397, Location: 0.5 MI. S/O LA PAZ ROAD (Lat: 33.590886, Lng: -117.659517), 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: 60,700 (year 2038), 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: 39 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), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 55C0397, Location: 0.5 MI. S/O LA PAZ ROAD (Lat: 33.590886, Lng: -117.659517), 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: 60,700 (year 2038), 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: 39 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), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 55C0492, Location: 0.31 MI E MARGUERITE PKY (Lat: 33.607714, Lng: -117.649378), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15,313 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,331 (year 2040), 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: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, 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: Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 55C0492, Location: 0.31 MI E MARGUERITE PKY (Lat: 33.607714, Lng: -117.649378), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15,313 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,331 (year 2040), 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: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, 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: Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 55C0493, Location: .30 MI E MARGUERITE PKWY (Lat: 33.607778, Lng: -117.649822), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15,313 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,240 (year 2040), 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: 5, 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: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,147,000 ( Estimate for 2021)
Structure Number: 55C0493, Location: .30 MI E MARGUERITE PKWY (Lat: 33.607778, Lng: -117.649822), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15,313 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,240 (year 2040), 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: 5, 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: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $136,000, Total Project Cost: $1,147,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 55C0494L, Location: 0.2 MI E/O MARGUERITE PKW (Lat: 33.596467, Lng: -117.656153), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,140 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,024 (year 2040), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0494L, Location: 0.2 MI E/O MARGUERITE PKW (Lat: 33.596467, Lng: -117.656153), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,140 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,024 (year 2040), 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: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0494R, Location: 0.2 MI E/O MARGUERITE PKW (Lat: 33.596314, Lng: -117.656181), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,140 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,024 (year 2040), 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0494R, Location: 0.2 MI E/O MARGUERITE PKW (Lat: 33.596314, Lng: -117.656181), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,140 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,024 (year 2040), 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55C0623, Location: 0.1 MI. N/O OSO PARKWAY (Lat: 33.582711, Lng: -117.673483), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 10.62m (34.84ft), Average Daily Traffic: 16,970 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 25,229 (year 2040), 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0623, Location: 0.1 MI. N/O OSO PARKWAY (Lat: 33.582711, Lng: -117.673483), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 10.62m (34.84ft), Average Daily Traffic: 16,970 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 25,229 (year 2040), 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 55 0232, Location: 12-ORA-005-12.94-MSNV (Lat: 33.547125, Lng: -117.672683), Route carried "under" structure: City street M242, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 3%, Features Intersected: AVERY PARKWAY, Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 55 0232, Location: 12-ORA-005-12.94-MSNV (Lat: 33.547125, Lng: -117.672683), Route carried "under" structure: City street M242, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 3%, Features Intersected: AVERY PARKWAY, Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Find on map >> Show street view
Structure Number: 55 0444, Location: 12-ORA-005-13.78-MSNV (Lat: 33.558856, Lng: -117.673381), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 269,000 (year 2011), Truck Traffic: 4%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 13.780, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 55 0444, Location: 12-ORA-005-13.78-MSNV (Lat: 33.558856, Lng: -117.673381), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 269,000 (year 2011), Truck Traffic: 4%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 13.780, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
Find on map >> Show street view
Structure Number: 55 0509, Location: 12-ORA-005-15.22-MSNV (Lat: 33.579989, Lng: -117.672181), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 269,000 (year 2011), Truck Traffic: 4%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: OSO PARKWAY
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 15.220, Lanes on structure: 7, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 55 0509, Location: 12-ORA-005-15.22-MSNV (Lat: 33.579989, Lng: -117.672181), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 269,000 (year 2011), Truck Traffic: 4%, Features Intersected: INTERSTATE 5, Facility Carried by Structure: OSO PARKWAY
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 15.220, Lanes on structure: 7, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.3m (142.1ft)
Find on map >> Show street view
Structure Number: 55 0704L, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661772, Lng: -117.637328), Route carried "under" structure: County highway W455, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Features Intersected: ALISO CREEK & EL TORO RD, Facility Carried by Structure: ROUTE 241
Minimum Vertical Clearance: 5.10m (16.73ft), 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)
Structure Number: 55 0704L, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661772, Lng: -117.637328), Route carried "under" structure: County highway W455, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Features Intersected: ALISO CREEK & EL TORO RD, Facility Carried by Structure: ROUTE 241
Minimum Vertical Clearance: 5.10m (16.73ft), 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)
Find on map >> Show street view
Structure Number: 55 0704R, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661933, Lng: -117.636792), Route carried "under" structure: County highway W455, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Features Intersected: ALISO CREEK & EL TORO RD, Facility Carried by Structure: ROUTE 241
Minimum Vertical Clearance: 4.90m (16.08ft), 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)
Structure Number: 55 0704R, Location: 12-ORA-241-21.00-MSNV (Lat: 33.661933, Lng: -117.636792), Route carried "under" structure: County highway W455, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 3%, Features Intersected: ALISO CREEK & EL TORO RD, Facility Carried by Structure: ROUTE 241
Minimum Vertical Clearance: 4.90m (16.08ft), 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)