Bridge Statistics for Lake Forest, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 55 0541L,  Location: 12-ORA-073-R26.77-CMS (Lat: 33.675633,  Lng: -117.888250),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 86,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 95,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.770,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

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Structure Number: 55 0548,  Location: 12-ORA-005-19.89-LKFR (Lat: 33.628244,  Lng: -117.721042),  Route carried "on" structure: County highway M225,  Year Built: 1974,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,123 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: LAKE FOREST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 60.0m (196.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0700L,  Location: 12-ORA-241-18.70-RSM (Lat: 33.645106,  Lng: -117.605253),  Route carried "on" structure: State highway 241,  Year Built: 1995,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 42.67m (139.99ft),  Average Daily Traffic: 9,150 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRABUCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.700,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0705,  Location: 12-ORA-241-21.85-LKFR (Lat: 33.667950,  Lng: -117.650336),  Route carried "on" structure: State highway 241,  Year Built: 1995,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 36,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PORTOLA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.850,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  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: 63.1m (207.0ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.9m (183.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

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Structure Number: 55 0706,  Location: 12-ORA-241-22.50-LKFR (Lat: 33.671956,  Lng: -117.660347),  Route carried "on" structure: State highway 241,  Year Built: 1993,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 36,000 (year 2012),  Average Future Daily Traffic: 93,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.500,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 1 degrees,  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: 54.3m (178.1ft),  Out-to-Out Width: 55.9m (183.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0707,  Location: 12-ORA-241-22.77-LKFR (Lat: 33.673967,  Lng: -117.665239),  Route carried "on" structure: State highway 241,  Year Built: 1993,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 43,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 93,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BAKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.770,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 61.6m (202.1ft),  Out-to-Out Width: 63.2m (207.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0708,  Location: 12-ORA-241-23.46-LKFR (Lat: 33.679664,  Lng: -117.673536),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,833 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 241,  Facility Carried by Structure: ALTON PKWY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 41.2m (135.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 41.2m (135.2ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

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Structure Number: 55 0709K,  Location: 12-ORA-241-23.62-LKFR (Lat: 33.681769,  Lng: -117.674992),  Route carried "on" structure: Ramp State highway 241,  Year Built: 1993,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 3,090 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,468 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWNE CENTRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.620,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0709L,  Location: 12-ORA-241-23.62-LKFR (Lat: 33.681953,  Lng: -117.674711),  Route carried "on" structure: State highway 241,  Year Built: 1993,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 21,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWNE CENTRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.620,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  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: 47.9m (157.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Equal to 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0709R,  Location: 12-ORA-241-23.62-LKFR (Lat: 33.682125,  Lng: -117.674364),  Route carried "on" structure: State highway 241,  Year Built: 1993,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 21,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWNE CENTRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.620,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  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: 47.9m (157.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Equal to 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0709S,  Location: 12-ORA-241-23.62-LKFR (Lat: 33.682178,  Lng: -117.674228),  Route carried "on" structure: Ramp State highway 241,  Year Built: 1993,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 2,610 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,929 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWNE CENTRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.620,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0712,  Location: 12-ORA-241-22.39-LKFR (Lat: 33.671128,  Lng: -117.658186),  Route carried "on" structure: State highway 241,  Year Built: 1993,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 36,000 (year 2012),  Average Future Daily Traffic: 93,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EQUESTRIAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.390,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 57.4m (188.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 57.4m (188.3ft),  Out-to-Out Width: 59.0m (193.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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

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Structure Number: 55C0049,  Location: 0.3 MI S/O MODJESKA RD (Lat: 33.712478,  Lng: -117.645111),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,365 (year 2039),  Design Load: HS 20,  Features Intersected: SANTIAGO CREEK,  Facility Carried by Structure: SANTIAGO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.6 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: 29.8 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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0059,  Location: 0.8 MI N/O MODJESKA RD (Lat: 33.728764,  Lng: -117.650281),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,365 (year 2039),  Design Load: HS 20,  Features Intersected: WILLIAMS CANYON CREEK,  Facility Carried by Structure: SANTIAGO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0063,  Location: 1.0 MI. NE/O TRABUCO ROAD (Lat: 33.643978,  Lng: -117.666072),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 42,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,053 (year 2038),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: EL TORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.9m (88.3ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 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: 38.6 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0155,  Location: 0.35 MI. S/O TORO ROAD (Lat: 33.624828,  Lng: -117.686669),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 28,281 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,048 (year 2040),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: JERONIMO ROAD
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: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 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: 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: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0172,  Location: 0.1 MI N/O MODJESKA GR RD (Lat: 33.708656,  Lng: -117.636197),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,052 (year 2039),  Design Load: H 15,  Features Intersected: SANTIAGO CREEK,  Facility Carried by Structure: MODJESKA CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0173,  Location: .4 MI. E/O MODJESKA G RD (Lat: 33.708014,  Lng: -117.628869),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,052 (year 2039),  Design Load: H 15,  Features Intersected: SANTIAGO CREEK,  Facility Carried by Structure: MODJESKA CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 55C0174,  Location: 1.6 MI E/O SANTIAGO ROAD (Lat: 33.745647,  Lng: -117.650206),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,204 (year 2039),  Design Load: H 15,  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: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0175,  Location: 2.2 MI. E/O SANTIAGO ROAD (Lat: 33.748111,  Lng: -117.640467),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,204 (year 2039),  Design Load: H 15,  Features Intersected: LADD CANYON,  Facility Carried by Structure: SILVERADO CANYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.8 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: 22.4 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: Somewhat better than minimum adequacy,  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

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Structure Number: 55C0176,  Location: 0.1 MI. S/O SLVRDO CYN RD (Lat: 33.746669,  Lng: -117.637647),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2039),  Features Intersected: SILVERADO CANYON CREEK,  Facility Carried by Structure: KITTERMAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.8m (12.5ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0181,  Location: 3.1 MI E/O SANTIAGO ROAD (Lat: 33.747164,  Lng: -117.623203),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.40m (4.59ft),  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: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0182,  Location: 3.6 MI. E/O SANTIAGO ROAD (Lat: 33.746731,  Lng: -117.618997),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.31m (4.30ft),  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: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0185,  Location: 50' S/O MODJESKA CYN RD (Lat: 33.709456,  Lng: -117.625467),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 206 (year 2039),  Features Intersected: SANTIAGO CREEK,  Facility Carried by Structure: OLIVE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0188,  Location: 200' S/O SILVERADO CYN RD (Lat: 33.747086,  Lng: -117.639603),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2039),  Features Intersected: SILVERADO CANYON CREEK,  Facility Carried by Structure: THISA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0189,  Location: 50' N/O SILVERADO CYN RD (Lat: 33.746297,  Lng: -117.628608),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2039),  Design Load: HS 20,  Features Intersected: SILVERADO CANYON CREEK,  Facility Carried by Structure: SYCAMORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0213,  Location: 0.2 MI SW/O JERONIMO RD (Lat: 33.620397,  Lng: -117.687414),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 42,100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 66,488 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SCRRA,BNSF RY,AMTRAK,  Facility Carried by Structure: LOS ALISOS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 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: 36.6 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0216L,  Location: 0.35 MI. E/O EL TORO ROAD (Lat: 33.633036,  Lng: -117.676481),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 16,500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,652 (year 2041),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: WB TRABUCO 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: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0216R,  Location: 0.35 MI. E/O EL TORO ROAD (Lat: 33.632914,  Lng: -117.676597),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 16,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,652 (year 2041),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: EB TRABUCO 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: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0218,  Location: 200' NW/O LOS ALISOS BLVD (Lat: 33.617603,  Lng: -117.692953),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 22,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,945 (year 2037),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: MUIRLANDS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

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: 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: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0219,  Location: 0.29 MI. S/O MUIRLAND BL. (Lat: 33.613369,  Lng: -117.695497),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,276 (year 2040),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: LOS ALISOS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0222,  Location: 0.2 MI. NW/O LAKE FOREST (Lat: 33.649519,  Lng: -117.688342),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 29,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 60,564 (year 2038),  Design Load: HS 20,  Features Intersected: SERRANO CREEK,  Facility Carried by Structure: TRABUCO ROAD
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: 29.1m (95.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0223,  Location: 100' NE/O TOLEDO WAY (Lat: 33.650317,  Lng: -117.706683),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 47,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 98,155 (year 2038),  Features Intersected: SERRANO CREEK,  Facility Carried by Structure: BAKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 55C048,  Location: 0.2 MI SE BARRANCA PKWY (Lat: 33.677869,  Lng: -117.802717),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 5,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,500 (year 2040),  Design Load: HS 20,  Features Intersected: SAN DIEGO CREEK CHANNEL,  Facility Carried by Structure: LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0489,  Location: 200' SE/O EL TORO ROAD (Lat: 33.639333,  Lng: -117.669964),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,102 (year 2040),  Features Intersected: ALISO CREEK,  Facility Carried by Structure: CREEKSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: 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 48 months,  Inspection Date: May 2020

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Structure Number: 55C0593,  Location: 0.5 M NW NEWPORT COAST DR (Lat: 33.587461,  Lng: -117.855747),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,275 (year 2040),  Features Intersected: GOLF COURSE ACCESS,  Facility Carried by Structure: ROUTE 1 PCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 55C0595L,  Location: 0.3 MI. W/O LAKE FOREST (Lat: 33.662639,  Lng: -117.673175),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,224 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SERRANO CREEK,  Facility Carried by Structure: W/B DIMENSION 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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0595R,  Location: 0.3 MI. W/O LAKE FOREST (Lat: 33.662556,  Lng: -117.673331),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 6,080 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,224 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SERRANO CREEK,  Facility Carried by Structure: E/B DIMENSION 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: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  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

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Structure Number: 55C0597,  Location: 0.3 MI. SE/O LAKE FOREST (Lat: 33.672192,  Lng: -117.653019),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 42,009 (year 2041),  Features Intersected: SERRANO CREEK,  Facility Carried by Structure: PORTOLA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.5m (106.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0598,  Location: 0.11 MI. S/O ROUTE 241 (Lat: 33.669778,  Lng: -117.660928),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,415 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,614 (year 2038),  Features Intersected: SERRANO CREEK,  Facility Carried by Structure: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 34 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: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 37.2m (122.0ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020