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

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Structure Number: 55 034,  Location: 12-ORA-022-R9.73-ORA (Lat: 33.778681,  Lng: -117.889272),  Route carried "on" structure: State highway 22,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 255,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 285,575 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: THE CITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.730,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.2m (220.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 67.2m (220.5ft),  Out-to-Out Width: 69.0m (226.4ft)

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

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Structure Number: 55 0348,  Location: 12-ORA-022-R4.22-GGR (Lat: 33.770083,  Lng: -117.981419),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 200,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 205,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NEWLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.220,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.9m (170.3ft)

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

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Structure Number: 55 0363,  Location: 12-ORA-022-R10.99-SA (Lat: 33.778528,  Lng: -117.867483),  Route carried "on" structure: City street M035,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,126 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  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: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,765,000,  Roadway Improvement Cost: $353,000,  Total Project Cost: $2,965,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0366,  Location: 12-ORA-022-R2.69-GGR (Lat: 33.774206,  Lng: -118.007733),  Route carried "on" structure: State highway 22,  Year Built: 1966,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.44m (21.13ft),  Average Daily Traffic: 160,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 200,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KNOTT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.690,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.7m (143.4ft),  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: 22.2m (72.8ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0367,  Location: 12-ORA-022-R2.74-GGR (Lat: 33.773969,  Lng: -118.006922),  Route carried "on" structure: State highway 22,  Year Built: 1966,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 250,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 373,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GARDEN GROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.740,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.7m (143.4ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 44.7m (146.7ft)

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

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Structure Number: 55 0369,  Location: 12-ORA-022-R4.53-GGR (Lat: 33.767433,  Lng: -117.977017),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 185,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 205,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: YOCKEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.530,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.1m (200.5ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 61.1m (200.5ft),  Out-to-Out Width: 62.1m (203.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0372,  Location: 12-ORA-022-R6.57-GGR (Lat: 33.765786,  Lng: -117.942272),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 200,000 (year 2020),  Average Future Daily Traffic: 291,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: TAFT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.570,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.9m (170.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0374,  Location: 12-ORA-022-R7.31-GGR (Lat: 33.765878,  Lng: -117.929344),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 255,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 291,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NEWHOPE STREET
Minimum Vertical Clearance: 9.10m (29.86ft),  Kilometerpoint: 7.310,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.9m (170.3ft)

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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0375,  Location: 12-ORA-022-R7.68-GGR (Lat: 33.766864,  Lng: -117.922331),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.20m (40.03ft),  Average Daily Traffic: 220,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 234,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: TRASK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.680,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.5m (185.4ft),  Skew: 36 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 56.5m (185.4ft),  Out-to-Out Width: 57.5m (188.6ft)

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

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Structure Number: 55 0378,  Location: 12-ORA-022-R8.82-GGR (Lat: 33.774208,  Lng: -117.904800),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 10.35m (33.96ft),  Average Daily Traffic: 260,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 263,141 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GARDEN GROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.820,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.9m (170.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 107,  Location: 12-ORA-005-44.24 (Lat: 33.873272,  Lng: -118.009131),  Route carried "on" structure: Interstate 5,  Year Built: 2010,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 171,000 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 215,434 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.240,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 68.5m (224.7ft)

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

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Structure Number: 55 1079,  Location: 12-ORA-022-R5.82-GGR (Lat: 33.765589,  Lng: -117.955272),  Route carried "on" structure: State highway 22,  Year Built: 2007,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 215,000 (year 2020),  Average Future Daily Traffic: 291,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BROOKHURST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.820,  Lanes on structure: 11,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.5m (185.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 56.5m (185.4ft),  Out-to-Out Width: 58.0m (190.3ft)

Condition: Deck: Good,  Superstructure: Very 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 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1092,  Location: 12-ORA-022-R4.81-GGR (Lat: 33.765633,  Lng: -117.972694),  Route carried "on" structure: State highway 22,  Year Built: 2007,  Status: Open,  Structure Length: 4.55m (14.93ft),  Average Daily Traffic: 186,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 205,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MAGNOLIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.810,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.9m (170.3ft)

Condition: Deck: Good,  Superstructure: Very 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 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0091,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797728,  Lng: -117.958519),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 29,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 77,789 (year 2040),  Features Intersected: ANAHEIM BARBER CITY CHAN,  Facility Carried by Structure: BROOKHURST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 43.3m (142.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0401,  Location: 100' N/W RANCHO RD (Lat: 33.753350,  Lng: -118.038044),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,069 (year 2039),  Features Intersected: ANHM BARBER CITY CHANNEL,  Facility Carried by Structure: SUFFOLK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft),  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: 16.2m (53.1ft)

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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0403,  Location: 0.3 M N/O GARDEN GROVE BL (Lat: 33.778536,  Lng: -118.001253),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 16,500 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,430 (year 2037),  Features Intersected: ANAHEIM-BARBER CITY CHA,  Facility Carried by Structure: WESTERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.3m (76.4ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0404,  Location: 0.1 MI N/O CHAPMAN AVENUE (Lat: 33.790014,  Lng: -117.984064),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,791 (year 2039),  Features Intersected: ANAHEIM-BARBER CITY CHA,  Facility Carried by Structure: DALE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 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: 2.5m (8.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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

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Structure Number: 55C0405,  Location: 0.3 MI N/O CHAPMAN AVE (Lat: 33.792411,  Lng: -117.980408),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 523 (year 2037),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: MAC DUFF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0406,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797692,  Lng: -117.967436),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,241 (year 2037),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: GILBERT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0407,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797706,  Lng: -117.963686),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 523 (year 2037),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: BARCLAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0408,  Location: AT ORANGEWOOD AVENUE (Lat: 33.795892,  Lng: -117.975103),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 24,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,857 (year 2037),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: MAGNOLIA STREET
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: 23.9m (78.4ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 55C0409,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797719,  Lng: -117.959867),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,049 (year 2037),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: BISCAYNE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0411,  Location: 0.1 MI N/O ORANGEWOOD AVE (Lat: 33.797758,  Lng: -117.949558),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,109 (year 2037),  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: PALMWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0412,  Location: 0.25 MI E/O EUCLID STREET (Lat: 33.798950,  Lng: -117.938036),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,056 (year 2037),  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: WAKEFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 18.2m (59.7ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0348,  Location: 12-ORA-022-R4.22-GGR (Lat: 33.770083,  Lng: -117.981419),  Route carried "under" structure: City street M073,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: NEWLAND STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 55 0366,  Location: 12-ORA-022-R2.69-GGR (Lat: 33.774206,  Lng: -118.007733),  Route carried "under" structure: City street M014,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: KNOTT AVE,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 55 0367,  Location: 12-ORA-022-R2.74-GGR (Lat: 33.773969,  Lng: -118.006922),  Route carried "under" structure: City street M013,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: GARDEN GROVE BLVD,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 55 0369,  Location: 12-ORA-022-R4.53-GGR (Lat: 33.767433,  Lng: -117.977017),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 1%,  Features Intersected: YOCKEY STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 55 037,  Location: 12-ORA-022-R4.62-GGR (Lat: 33.766892,  Lng: -117.976289),  Route carried "under" structure: City street M109,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: TRASK AVE,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 55 0372,  Location: 12-ORA-022-R6.57-GGR (Lat: 33.765786,  Lng: -117.942272),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 1%,  Features Intersected: TAFT STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 55 0374,  Location: 12-ORA-022-R7.31-GGR (Lat: 33.765878,  Lng: -117.929344),  Route carried "under" structure: City street M079,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: NEWHOPE STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 55 0375,  Location: 12-ORA-022-R7.68-GGR (Lat: 33.766864,  Lng: -117.922331),  Route carried "under" structure: City street M109,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: TRASK AVE,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 55 0378,  Location: 12-ORA-022-R8.82-GGR (Lat: 33.774208,  Lng: -117.904800),  Route carried "under" structure: City street M013,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: GARDEN GROVE BLVD,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 3.60m (11.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 55 1054,  Location: 12-ORA-022-R7.83-GGR (Lat: 33.767408,  Lng: -117.920694),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: HARBOR BLVD,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 55 1079,  Location: 12-ORA-022-R5.82-GGR (Lat: 33.765589,  Lng: -117.955272),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: BROOKHURST STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 55 108,  Location: 12-ORA-022-R6.81-GGR (Lat: 33.765808,  Lng: -117.937992),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: EUCLID STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 7,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 55 1092,  Location: 12-ORA-022-R4.81-GGR (Lat: 33.765633,  Lng: -117.972694),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: MAGNOLIA STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 7,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)