Bridge Statistics for Newport Beach, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 55 0031,  Location: 12-ORA-005-22.83-IRVN (Lat: 33.663267,  Lng: -117.749508),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 315,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 325,000 (year 2038),  Features Intersected: BEE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.830,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 72.5m (237.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 72.5m (237.9ft),  Out-to-Out Width: 73.5m (241.1ft)

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: 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

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Structure Number: 55 0035,  Location: 12-ORA-055-0.18-NPTB (Lat: 33.619736,  Lng: -117.929642),  Route carried "on" structure: State highway 55,  Year Built: 1936,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 47,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 58,281 (year 2044),  Design Load: HS 20,  Features Intersected: NEWPORT BEACH CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 12.8m (42.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0531,  Location: 12-ORA-073-24.78-NPTB (Lat: 33.655058,  Lng: -117.865056),  Route carried "on" structure: City street M025,  Year Built: 1985,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: JAMBOREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 42.3m (138.8ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  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 0533,  Location: 12-ORA-073-R25.58-NPTB (Lat: 33.662008,  Lng: -117.875161),  Route carried "on" structure: City street M209,  Year Built: 1985,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: CAMPUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 35.4m (116.1ft)

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

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Structure Number: 55 0614,  Location: 12-ORA-001-R18.22-NPTB (Lat: 33.616789,  Lng: -117.903350),  Route carried "on" structure: State highway 1,  Year Built: 1981,  Status: Open,  Structure Length: 25.60m (83.99ft),  Average Daily Traffic: 51,000 (year 2012),  Average Future Daily Traffic: 68,226 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N ARM NEWPORT BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.220,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 30.0m (98.4ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0636,  Location: 12-ORA-073-R25.46-NPTB (Lat: 33.660869,  Lng: -117.873378),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 8.12m (26.64ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: BIRCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 32.8m (107.6ft)

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

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Structure Number: 55 0731K,  Location: 12-ORA-073-24.36-NPTB (Lat: 33.650711,  Lng: -117.862506),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 14.80m (48.56ft),  Average Daily Traffic: 5,700 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,270 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SAN DIEGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.360,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

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: 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 0731L,  Location: 12-ORA-073-24.36-NPTB (Lat: 33.649439,  Lng: -117.861525),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 35.20m (115.49ft),  Average Daily Traffic: 33,000 (year 2011),  Average Future Daily Traffic: 40,200 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SAN DIEGO CR, UNIVERSITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.360,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 55.0m (180.4ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Underclear: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0790G,  Location: 12-ORA-241-38.76-ANA (Lat: 33.865389,  Lng: -117.717961),  Route carried "on" structure: Ramp State highway 241,  Year Built: 1998,  Status: Open,  Structure Length: 51.90m (170.28ft),  Average Daily Traffic: 5,200 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.760,  Lanes on structure: 2,  Lanes under structure: 14,  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: 9,  Length of Maximum Span: 71.0m (232.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0796K,  Location: 12-ORA-073-24.70-NPTB (Lat: 33.653000,  Lng: -117.863242),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 9,750 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,700 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S73-UNIVERSITY DR OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.700,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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: Better than present minimum criteria,  Underclear: 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: 55 0960S,  Location: 12-ORA-005-35.00-ANA (Lat: 33.790000,  Lng: -117.887408),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2000,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 7,492 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,636 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CHAPMAN AVE-N5 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0966,  Location: 12-ORA-055-0.27-NPTB (Lat: 33.620931,  Lng: -117.929208),  Route carried "on" structure: State highway 55,  Year Built: 1999,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 47,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 58,281 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 1 (PCH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1021,  Location: 12-ORA-261-0.90-IRVN (Lat: 33.720631,  Lng: -117.790019),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,035 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 261,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  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: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1027,  Location: 12-ORA-001-19.72-NPTB (Lat: 33.621167,  Lng: -117.928667),  Route carried "on" structure: State highway 1,  Year Built: 2000,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 46,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,600 (year 2040),  Features Intersected: OLD NEWPORT BLVD DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.720,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 55 1028G,  Location: 12-ORA-073-R26.57-NPTB (Lat: 33.673264,  Lng: -117.885483),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1999,  Status: Open,  Structure Length: 10.35m (33.96ft),  Average Daily Traffic: 28,130 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,940 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.570,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

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: 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 1029G,  Location: 12-ORA-073-R26.57-NPTB (Lat: 33.674736,  Lng: -117.885567),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1999,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 28,130 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,940 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA DELHI CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.570,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0014,  Location: 0.1 MI. S/O BAYSIDE DRIVE (Lat: 33.608708,  Lng: -117.889756),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,377 (year 2040),  Features Intersected: BALBOA ISLAND CHANNEL,  Facility Carried by Structure: MARINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0141,  Location: 100' W/O ROUTE 57 FWY. (Lat: 33.861014,  Lng: -117.877856),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 22,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,725 (year 2038),  Design Load: HS 20,  Features Intersected: PLACENTIA STORM CHANNEL,  Facility Carried by Structure: ORANGETHORPE AVE.
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: 31.9m (104.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Channel: Excellent,  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: 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: June 2021

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Structure Number: 55C0149L,  Location: 0.3 MI. S/O BRISTOL ST. (Lat: 33.650367,  Lng: -117.866675),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,963 (year 2040),  Design Load: HS 20,  Features Intersected: SAN DIEGO CREEK CHANNEL,  Facility Carried by Structure: S/B JAMBOREE ROAD
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: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0149R,  Location: 0.3 MI. S/O BRISTOL ST. (Lat: 33.650428,  Lng: -117.866458),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,963 (year 2040),  Design Load: HS 20,  Features Intersected: SAN DIEGO CREEK CHANNEL,  Facility Carried by Structure: N/B JAMBOREE ROAD
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: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0261,  Location: 0.1 MI. NE/O BALBOA BLVD. (Lat: 33.618267,  Lng: -117.934247),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20,  Features Intersected: RIVO ALTO,  Facility Carried by Structure: 38TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0265,  Location: PARK AVE. AT COLLINS ISLE (Lat: 33.608328,  Lng: -117.900058),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 209 (year 2040),  Features Intersected: WATERS WAY,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Excellent,  Operating Rating: 23.3 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: 18.1 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $146,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0551L,  Location: 0.1 MI W/O MACARTHUR BLVD (Lat: 33.649125,  Lng: -117.863050),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,610 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BONITA CREEK CHANNEL,  Facility Carried by Structure: W/B UNIVERSITY DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 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: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

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

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Structure Number: 55C0551R,  Location: 0.1 MI W/O MACARTHUR BLVD (Lat: 33.648914,  Lng: -117.862972),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,610 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BONITA CREEK CHANNEL,  Facility Carried by Structure: E/B UNIVERSITY DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 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: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.9m (58.7ft)

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

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Structure Number: 55C0572,  Location: 0.4 MI SW/O BRISTOL ST. (Lat: 33.659736,  Lng: -117.881703),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 18,290 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,543 (year 2042),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: IRVINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 55C0575,  Location: 100' SE/O IRVINE AVENUE (Lat: 33.658442,  Lng: -117.884181),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,484 (year 2036),  Features Intersected: SANTA ANA DELHI CHANNEL,  Facility Carried by Structure: MESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 26.6m (87.3ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 55C0619,  Location: 0.1 MI E/O MACARTHUR BL (Lat: 33.629297,  Lng: -117.859742),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,978 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BONITA CANYON,  Facility Carried by Structure: BONITA CANYON DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.7m (199.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 31.1m (102.0ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0639,  Location: 0.1 MI W/O RTE 73 FWY. (Lat: 33.637075,  Lng: -117.858872),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 10.19m (33.43ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,864 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BONITA CREEK,  Facility Carried by Structure: BISON AVENUE
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: 27.4m (89.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 44.5m (146.0ft)

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

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Structure Number: 55C0728,  Location: 0.1 MI. E/O MARINE AVE. (Lat: 33.605658,  Lng: -117.889128),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,150 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,346 (year 2041),  Features Intersected: GRAND CANAL,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55P0001,  Location: 350 FT EAST PCH (Lat: 33.683286,  Lng: -118.034578),  Route carried "on" structure: ServiceState lands road ,  Year Built: 2006,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,040 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: TIDAL INLET CHANNEL,  Facility Carried by Structure: OIL SERVICE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

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

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Structure Number: 55P0004,  Location: 0.4 MI S/SW OF SR 1 (Lat: 33.574528,  Lng: -117.840083),  Route carried "on" structure: State lands road ,  Year Built: 1994,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 105 (year 2040),  Features Intersected: LOS TRANSCOS CREEK,  Facility Carried by Structure: CRYSTAL COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Wood or Timber

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Structure Number: 55 0531,  Location: 12-ORA-073-24.78-NPTB (Lat: 33.655058,  Lng: -117.865056),  Route carried "under" structure: State highway 73,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 172,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: JAMBOREE ROAD
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 24.780,  Lanes on structure: 10,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 55 0533,  Location: 12-ORA-073-R25.58-NPTB (Lat: 33.662008,  Lng: -117.875161),  Route carried "under" structure: State highway 73,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 172,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: CAMPUS DRIVE
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 25.580,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 55 0636,  Location: 12-ORA-073-R25.46-NPTB (Lat: 33.660869,  Lng: -117.873378),  Route carried "under" structure: State highway 73,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 172,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: BIRCH ST
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 25.460,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 55 0731L,  Location: 12-ORA-073-24.36-NPTB (Lat: 33.649439,  Lng: -117.861525),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: SAN DIEGO CR, UNIVERSITY,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: 55 0796K,  Location: 12-ORA-073-24.70-NPTB (Lat: 33.653000,  Lng: -117.863242),  Route carried "under" structure: Ramp State highway 73,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 2011),  Truck Traffic: 1%,  Features Intersected: S73-UNIVERSITY DR OFF-RP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 24.700,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 55 0966,  Location: 12-ORA-055-0.27-NPTB (Lat: 33.620931,  Lng: -117.929208),  Route carried "under" structure: State highway 1,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: ST RTE 1 (PCH),  Facility Carried by Structure: SR 55
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 19.810,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 55 1028G,  Location: 12-ORA-073-R26.57-NPTB (Lat: 33.673264,  Lng: -117.885483),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 55
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 55 1028G,  Location: 12-ORA-073-R26.57-NPTB (Lat: 33.673264,  Lng: -117.885483),  Route carried "under" structure: State highway 55,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 142,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 55
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 55 1028G,  Location: 12-ORA-073-R26.57-NPTB (Lat: 33.673264,  Lng: -117.885483),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 55
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 55 1028G,  Location: 12-ORA-073-R26.57-NPTB (Lat: 33.673264,  Lng: -117.885483),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2011),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 55
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 58.0m (190.3ft)