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

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Structure Number: 55 028,  Location: 12-ORA-091-1.23-ANA (Lat: 33.853725,  Lng: -117.959472),  Route carried "on" structure: State highway 91,  Year Built: 1958,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: BROOKHURST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.230,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.3m (145.3ft)

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

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Structure Number: 55 0287,  Location: 12-ORA-091-0.72-FUL (Lat: 33.854478,  Lng: -117.968164),  Route carried "on" structure: State highway 91,  Year Built: 1958,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 265,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20,  Features Intersected: GILBERT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.720,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.2 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: 20.1 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0293L,  Location: 12-ORA-091-R3.56L-FUL (Lat: 33.857311,  Lng: -117.982878),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 22.34m (73.29ft),  Average Daily Traffic: 134,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 149,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR, I 5, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.560,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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

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Structure Number: 55 0296F,  Location: 12-ORA-091-R3.85L-FUL (Lat: 33.857275,  Lng: -117.976544),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 36,170 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,800 (year 2040),  Design Load: H 20,  Features Intersected: MAGNOLIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.850,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0296L,  Location: 12-ORA-091-R3.85L-FUL (Lat: 33.857525,  Lng: -117.976500),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 132,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 147,500 (year 2040),  Design Load: HS 20,  Features Intersected: MAGNOLIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.850,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

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

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Structure Number: 55 0296R,  Location: 12-ORA-091-R3.85R-FUL (Lat: 33.856839,  Lng: -117.976631),  Route carried "on" structure: State highway 91,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 132,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 147,500 (year 2040),  Design Load: HS 20,  Features Intersected: MAGNOLIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.850,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0456,  Location: 12-ORA-057-17.30-FUL (Lat: 33.873900,  Lng: -117.880117),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 271,000 (year 2010),  Average Future Daily Traffic: 359,000 (year 2040),  Design Load: HS 20,  Features Intersected: CHAPMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.300,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.5m (165.7ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 50.5m (165.7ft),  Out-to-Out Width: 51.4m (168.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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 0464,  Location: 12-ORA-057-17.57-FUL (Lat: 33.877925,  Lng: -117.880183),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 248,000 (year 2010),  Average Future Daily Traffic: 327,000 (year 2040),  Design Load: HS 20,  Features Intersected: NUTWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.570,  Lanes on structure: 11,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 51.3m (168.3ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0465,  Location: 12-ORA-057-18.85-FUL (Lat: 33.896528,  Lng: -117.880656),  Route carried "on" structure: State highway 57,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 245,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20,  Features Intersected: BASTANCHURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.850,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.4m (168.6ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 51.4m (168.6ft),  Out-to-Out Width: 52.9m (173.6ft)

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

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Structure Number: 55 0466,  Location: 12-ORA-057-19.58-FUL (Lat: 33.907075,  Lng: -117.881653),  Route carried "on" structure: State highway 57,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 245,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20,  Features Intersected: ASSOCIATED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.580,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 47.6m (156.2ft),  Out-to-Out Width: 58.9m (193.2ft)

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

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Structure Number: 55 0468,  Location: 12-ORA-057-18.34-FUL (Lat: 33.888914,  Lng: -117.880989),  Route carried "on" structure: City street M009,  Year Built: 1970,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 20,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,126 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: YORBA LINDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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: 32.4 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0472S,  Location: 12-ORA-091-R3.64R-FUL (Lat: 33.855917,  Lng: -117.980494),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR, S5-MAGNOLIA AV OF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.640,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 55 0483,  Location: 12-ORA-057-19.33-FUL (Lat: 33.903369,  Lng: -117.880808),  Route carried "on" structure: State highway 57,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 245,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20,  Features Intersected: ROLLING HILLS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.330,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.1m (180.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 55.1m (180.8ft),  Out-to-Out Width: 56.7m (186.0ft)

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

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Structure Number: 55 0503G,  Location: 12-ORA-091-R3.61R-FUL (Lat: 33.856064,  Lng: -117.980781),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 41,200 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,320 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR,S5-MAGNOLIA AV OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.610,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 39.9m (130.9ft),  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0528,  Location: 12-ORA-057-19.66-FUL (Lat: 33.907742,  Lng: -117.882083),  Route carried "on" structure: State highway 57,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 245,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 310,000 (year 2040),  Features Intersected: LOFTUS DIVERSION CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.660,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 72.2m (236.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 72.2m (236.9ft),  Out-to-Out Width: 73.2m (240.2ft)

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: June 2020

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Structure Number: 55 0840S,  Location: 12-ORA-005-36.44-ANA (Lat: 33.805075,  Lng: -117.903303),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2000,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 5,668 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,036 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: DISNEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.440,  Lanes on structure: 2,  Lanes under structure: 2,  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 - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0849E,  Location: 12-ORA-091-5.60-FUL (Lat: 33.852761,  Lng: -117.882728),  Route carried "on" structure: Ramp State highway 91,  Year Built: 2000,  Status: Open,  Structure Length: 122.35m (401.41ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 57, 91 & LOCAL STRTS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.600,  Lanes on structure: 2,  Lanes under structure: 27,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 80.2m (263.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 55C0147,  Location: 0.1 MI N/O VALENCIA DR (Lat: 33.868372,  Lng: -117.959297),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 35,400 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,252 (year 2037),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: BROOKHURST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C022,  Location: 0.8 MI N OF ALICIA PKWY (Lat: 33.602875,  Lng: -117.702481),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 32,800 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,609 (year 2038),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: PASEO DE VALENCIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 55C0224,  Location: 100' S/O MALVERN AVE (Lat: 33.875442,  Lng: -117.950669),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,300 (year 2041),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: BASQUE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0225,  Location: 50' N/O CHAPMAN AVE (Lat: 33.873956,  Lng: -117.933044),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,653 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2041),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: RICHMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0226,  Location: 50' N/O CHAPMAN AVE (Lat: 33.873967,  Lng: -117.930831),  Route carried "on" structure: City street ,  Year Built: 1922,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,556 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,600 (year 2041),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: FORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0227,  Location: 50' N/O CHAPMAN AVE (Lat: 33.873972,  Lng: -117.928664),  Route carried "on" structure: City street ,  Year Built: 1922,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,500 (year 2041),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 25.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0228,  Location: 50' N/O CHAPMAN AVE (Lat: 33.874150,  Lng: -117.926500),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,102 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,800 (year 2041),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: MALDEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0229,  Location: 0.1 MI E/O HARBOR BLVD (Lat: 33.877392,  Lng: -117.922144),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,303 (year 2042),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: UNION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0231,  Location: 0.2 MI E/O DALE ST (Lat: 33.866267,  Lng: -117.980781),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,987 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: VALENCIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0232,  Location: 50' N/O VALENCIA DR (Lat: 33.866531,  Lng: -117.980200),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,557 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: EDWARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0233,  Location: 0.1 MI S/O COMMONWEALTH (Lat: 33.868314,  Lng: -117.968044),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,111 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: GILBERT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0234,  Location: 0.1 MI N/O VALENCIA DR (Lat: 33.868317,  Lng: -117.950594),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2038),  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: BASQUE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0235,  Location: 0.3 MI W/O EUCLID ST (Lat: 33.866467,  Lng: -117.946997),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 14,800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,357 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: VALENCIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0236,  Location: 200' N/O ASH AVE (Lat: 33.865175,  Lng: -117.943619),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,550 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: CITRUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0243,  Location: 1/4 MI N/O ORANGETHORPE (Lat: 33.862933,  Lng: -117.932969),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,370 (year 2039),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: RICHMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0244,  Location: 0.2 MI S/O VALENCIA DR (Lat: 33.863008,  Lng: -117.926433),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2039),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: MALDEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C026,  Location: 0.2 MI S/O EDINGER AVE (Lat: 33.726650,  Lng: -118.065150),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 3,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,186 (year 2041),  Design Load: HS 20,  Features Intersected: TRINIDAD ISLAND CHANNEL,  Facility Carried by Structure: TRINIDAD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C028,  Location: 0.4 MI. E/O ROUTE 5 FWY (Lat: 33.582022,  Lng: -117.664714),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 114,864 (year 2040),  Features Intersected: OSO CREEK,  Facility Carried by Structure: OSO PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.6m (100.4ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 55C0288,  Location: 0.1 MI E/O HARBOR BLVD (Lat: 33.878942,  Lng: -117.923081),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 12,900 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,728 (year 2039),  Design Load: H 15,  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: BERKLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 55C0289,  Location: 100' S/O MALVERN AVE (Lat: 33.877578,  Lng: -117.967292),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 39,400 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,700 (year 2041),  Design Load: HS 20,  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: GILBERT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.9 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0291,  Location: AT WOODS AVE (Lat: 33.874461,  Lng: -117.937531),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 30,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,842 (year 2041),  Features Intersected: BREA CREEK CHANNEL,  Facility Carried by Structure: MALVERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0292,  Location: 0.1 MI N/O VALENCIA DR (Lat: 33.868100,  Lng: -117.976231),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 24,100 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,347 (year 2043),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: MAGNOLIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0293,  Location: 0.2 MI S/O VALENCIA DR (Lat: 33.864594,  Lng: -117.941775),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 38,300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,334 (year 2038),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: EUCLID AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous