Bridge Statistics for Costa Mesa, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 55 0181,  Location: 12-ORA-005-27.42-IRVN (Lat: 33.718125,  Lng: -117.792556),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 279,000 (year 2019),  Average Future Daily Traffic: 300,967 (year 2038),  Features Intersected: MYFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.420,  Lanes on structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 67.0m (219.8ft),  Out-to-Out Width: 68.0m (223.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 55 0186,  Location: 12-ORA-055-R4.77-CMS (Lat: 33.673581,  Lng: -117.885481),  Route carried "on" structure: State highway 55,  Year Built: 1973,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 35.51m (116.50ft),  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 180,048 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA DELHI CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.770,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022

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Structure Number: 55 025,  Location: 12-ORA-405-6.92-IRVN (Lat: 33.676439,  Lng: -117.843658),  Route carried "on" structure: City street M025,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,592 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 405,  Facility Carried by Structure: JAMBOREE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0252,  Location: 12-ORA-055-R5.99-CMS (Lat: 33.687019,  Lng: -117.872253),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 222,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 265,104 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.990,  Lanes on structure: 9,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0257,  Location: 12-ORA-405-11.45-CMS (Lat: 33.689000,  Lng: -117.919261),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 307,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 432,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HARBOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.450,  Lanes on structure: 14,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.5m (211.6ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 64.5m (211.6ft),  Out-to-Out Width: 68.1m (223.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0258,  Location: 12-ORA-405-12.41-CMS (Lat: 33.695486,  Lng: -117.933958),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 302,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 432,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RVR/EUCLID ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.410,  Lanes on structure: 14,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.5m (198.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 60.5m (198.5ft),  Out-to-Out Width: 62.3m (204.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0259,  Location: 12-ORA-405-12.40-CMS (Lat: 33.695425,  Lng: -117.933778),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 302,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 432,000 (year 2038),  Design Load: HS 20,  Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.400,  Lanes on structure: 14,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.6m (198.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 60.6m (198.8ft),  Out-to-Out Width: 61.6m (202.1ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 55 041,  Location: 12-ORA-055-R6.99-SA (Lat: 33.698239,  Lng: -117.861353),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 222,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 275,904 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.990,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 74.6m (244.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 74.6m (244.8ft),  Out-to-Out Width: 76.1m (249.7ft)

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

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Structure Number: 55 0417,  Location: 12-ORA-055-R5.52-CMS (Lat: 33.681769,  Lng: -117.877264),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 142,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 180,048 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PAULARINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.520,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0419,  Location: 12-ORA-055-R5.34-CMS (Lat: 33.679628,  Lng: -117.879306),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 142,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 180,048 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.340,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.3 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: 27.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0422G,  Location: 12-ORA-405-8.85-CMS (Lat: 33.686267,  Lng: -117.874739),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 25,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,491 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I 405 & S405-N55 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.850,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0423,  Location: 12-ORA-055-R5.89-CMS (Lat: 33.685981,  Lng: -117.873183),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 142,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 176,489 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S405-N55 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 48.2m (158.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0424,  Location: 12-ORA-055-R6.06-CMS (Lat: 33.687975,  Lng: -117.871364),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 222,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 265,104 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: N405-S55 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.060,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0431,  Location: 12-ORA-405-9.51-CMS (Lat: 33.686936,  Lng: -117.885447),  Route carried "on" structure: City street M017,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,592 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 405,  Facility Carried by Structure: BRISTOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0433,  Location: 12-ORA-405-9.89-CMS (Lat: 33.687125,  Lng: -117.892072),  Route carried "on" structure: City street M082,  Year Built: 1968,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,797 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 405,  Facility Carried by Structure: BEAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State 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: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0434G,  Location: 12-ORA-073-R27.76R-CMS (Lat: 33.687153,  Lng: -117.898233),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1968,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 33,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.760,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0435F,  Location: 12-ORA-405-10.35-CMS (Lat: 33.687094,  Lng: -117.898869),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 7,800 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,200 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: FAIRVIEW RD-S405 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.350,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0436G,  Location: 12-ORA-405-8.88-CMS (Lat: 33.684419,  Lng: -117.875594),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 25,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,491 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S55-PAULARINO AVE OFF-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.880,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 35.3 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0437S,  Location: 12-ORA-055-R5.80-CMS (Lat: 33.684600,  Lng: -117.874125),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 9,301 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,381 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: N55-S405 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.800,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 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: 34.0 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0438F,  Location: 12-ORA-055-R6.16-CMS (Lat: 33.686764,  Lng: -117.868781),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 47.52m (155.91ft),  Average Daily Traffic: 18,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,751 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I 405, SR 55 & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.160,  Lanes on structure: 2,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0476,  Location: 12-ORA-405-11.70-CMS (Lat: 33.691292,  Lng: -117.923794),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 302,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 432,000 (year 2038),  Features Intersected: GREENVILLE BANNING CHANN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.700,  Lanes on structure: 14,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 62.5m (205.1ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 62.5m (205.1ft),  Out-to-Out Width: 63.5m (208.3ft)

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: 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: August 2021

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Structure Number: 55 0484,  Location: 12-ORA-405-9.38-CMS (Lat: 33.687361,  Lng: -117.883417),  Route carried "on" structure: Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 233,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 314,000 (year 2038),  Design Load: HS 20,  Features Intersected: SANTA ANA DELHI CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.380,  Lanes on structure: 13,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 61.6m (202.1ft),  Out-to-Out Width: 62.6m (205.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 55 0494,  Location: 12-ORA-055-R6.10-CMS (Lat: 33.688414,  Lng: -117.870936),  Route carried "on" structure: State highway 55,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 222,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 269,552 (year 2044),  Features Intersected: GREEN FIELD STORM CHANNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.100,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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,  Waterway Adequacy: Equal to present desirable 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: 55 051,  Location: 12-ORA-005-6.76-SJCP (Lat: 33.467058,  Lng: -117.669369),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 258,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 298,413 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.760,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.0m (196.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 60.0m (196.9ft),  Out-to-Out Width: 61.6m (202.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0517,  Location: 12-ORA-055-R4.58-CMS (Lat: 33.671675,  Lng: -117.888086),  Route carried "on" structure: State highway 55,  Year Built: 1973,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 142,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 196,701 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.580,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 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,  Underclear: 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: Concrete Cast-file-Place

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Structure Number: 55 0517F,  Location: 12-ORA-073-R26.59-CMS (Lat: 33.672025,  Lng: -117.888389),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 16,200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,820 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.590,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 052,  Location: 12-ORA-405-2.03-IRVN (Lat: 33.653094,  Lng: -117.764114),  Route carried "on" structure: Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 237,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 270,000 (year 2038),  Design Load: HS 20,  Features Intersected: LAGUNA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.030,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 81.7m (268.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 81.7m (268.0ft),  Out-to-Out Width: 82.7m (271.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 55 0529L,  Location: 12-ORA-073-R27.14-CMS (Lat: 33.679894,  Lng: -117.892036),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 52,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.140,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: 32.7 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0529R,  Location: 12-ORA-073-R27.14-CMS (Lat: 33.679894,  Lng: -117.891497),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 52,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BAKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.140,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 37.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0530L,  Location: 12-ORA-073-R27.28-CMS (Lat: 33.681531,  Lng: -117.893506),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 52,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BEAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.280,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State 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: 47.2m (154.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 31.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0530R,  Location: 12-ORA-073-R27.28-CMS (Lat: 33.681764,  Lng: -117.893250),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 52,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BEAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.280,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  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: 47.2m (154.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.4 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: 38.9 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,  Underclear: Somewhat better than minimum adequacy,  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 0534,  Location: 12-ORA-073-R25.91-CMS (Lat: 33.665611,  Lng: -117.880044),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 14.20m (46.59ft),  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: NORTH BRISTOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 69.8m (229.0ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0535,  Location: 12-ORA-073-R26.08-CMS (Lat: 33.667119,  Lng: -117.881347),  Route carried "on" structure: City street M015,  Year Built: 1979,  Status: Open,  Structure Length: 9.08m (29.79ft),  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: RED HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0536G,  Location: 12-ORA-055-R4.71-CMS (Lat: 33.671422,  Lng: -117.887808),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1976,  Status: Open,  Structure Length: 40.66m (133.40ft),  Average Daily Traffic: 9,800 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,991 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SR 73 & SR 55, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.710,  Lanes on structure: 2,  Lanes under structure: 17,  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: 59.4m (194.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

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

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Structure Number: 55 0538F,  Location: 12-ORA-055-R4.74-CMS (Lat: 33.670678,  Lng: -117.884656),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1976,  Status: Open,  Structure Length: 68.18m (223.69ft),  Average Daily Traffic: 22,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,919 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SR 73 & SR 55, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.740,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes (,  Subroute: 1),  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: 15,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0539L,  Location: 12-ORA-073-R26.56-CMS (Lat: 33.673064,  Lng: -117.886019),  Route carried "on" structure: State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 7.99m (26.21ft),  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: STATE ROUTE 55
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 26.560,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 45.7 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,  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 0539R,  Location: 12-ORA-073-R26.56-CMS (Lat: 33.673244,  Lng: -117.885756),  Route carried "on" structure: State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 86,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 95,500 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 55
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 26.560,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 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: 45.7 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,  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 0541R,  Location: 12-ORA-073-R26.78-CMS (Lat: 33.675872,  Lng: -117.888031),  Route carried "on" structure: State highway 73,  Year Built: 1977,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 52,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 73,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.780,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  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: 30.8m (101.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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,  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 0544G,  Location: 12-ORA-073-R26.55-CMS (Lat: 33.674117,  Lng: -117.884147),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1976,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,100 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: N55-BAKER ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.550,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: 37.9 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,  Underclear: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0591,  Location: 12-ORA-005-17.47-LGNH (Lat: 33.604058,  Lng: -117.690467),  Route carried "on" structure: County highway M230,  Year Built: 1974,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 64,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 68,000 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: ALICIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place