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

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Structure Number: 55 0332,  Location: 12-ORA-022-R.92-GGR (Lat: 33.775000,  Lng: -118.036667),  Route carried "on" structure: City street L097,  Year Built: 1965,  Status: Open,  Structure Length: 9.72m (31.89ft),  Design Load: HS 20,  Features Intersected: SR 22,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0348,  Location: 12-ORA-022-R4.22-GGR (Lat: 33.770000,  Lng: -117.980000),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 178,260 (year 2029),  Design Load: HS 20,  Features Intersected: NEWLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.220,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  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: 32.9m (107.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0349,  Location: 12-ORA-022-R4.81-GGR (Lat: 33.766667,  Lng: -117.971667),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 178,260 (year 2029),  Design Load: HS 20,  Features Intersected: MAGNOLIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.810,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0366,  Location: 12-ORA-022-R2.69-GGR (Lat: 33.775000,  Lng: -118.006667),  Route carried "on" structure: State highway 22,  Year Built: 1966,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 132,000 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 169,707 (year 2029),  Design Load: HS 20,  Features Intersected: KNOTT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.690,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0367,  Location: 12-ORA-022-R2.74-GGR (Lat: 33.773333,  Lng: -118.005000),  Route carried "on" structure: State highway 22,  Year Built: 1966,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 132,000 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 169,707 (year 2029),  Design Load: HS 20,  Features Intersected: GARDEN GROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.740,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  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: 33.8m (110.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $1,897,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,846,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0369,  Location: 12-ORA-022-R4.53-GGR (Lat: 33.768333,  Lng: -117.976667),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 178,260 (year 2029),  Design Load: HS 20,  Features Intersected: YOCKEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.530,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 037,  Location: 12-ORA-022-R4.62-GGR (Lat: 33.766667,  Lng: -117.975000),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 178,260 (year 2029),  Design Load: HS 20,  Features Intersected: TRASK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.620,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  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: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0371,  Location: 12-ORA-022-R5.82-GGR (Lat: 33.766667,  Lng: -117.953333),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: BROOKHURST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.820,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0372,  Location: 12-ORA-022-R6.57-GGR (Lat: 33.766667,  Lng: -117.941667),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: TAFT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.570,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  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: 32.9m (107.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0373,  Location: 12-ORA-022-R6.81-GGR (Lat: 33.766667,  Lng: -117.936667),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: EUCLID STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.810,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0374,  Location: 12-ORA-022-R7.31-GGR (Lat: 33.766667,  Lng: -117.928333),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: NEWHOPE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.310,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0375,  Location: 12-ORA-022-R7.68-GGR (Lat: 33.766667,  Lng: -117.921667),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: TRASK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.680,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  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: 36.6m (120.1ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0376,  Location: 12-ORA-022-R7.83-GGR (Lat: 33.751667,  Lng: -117.918333),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: HARBOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.830,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0378,  Location: 12-ORA-022-R8.82-GGR (Lat: 33.773333,  Lng: -117.903333),  Route carried "on" structure: State highway 22,  Year Built: 1965,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 156,000 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 177,668 (year 2028),  Design Load: HS 20,  Features Intersected: GARDEN GROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.820,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  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: 32.9m (107.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0091,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797778,  Lng: -117.958889),  Route carried "on" structure: City street M004,  Year Built: 1963,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 37,000 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 75,745 (year 2028),  Design Load: HS 20,  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,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 20 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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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 2006

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Structure Number: 55C0403,  Location: 0.3 M N/O GARDEN GROVE BL (Lat: 33.777778,  Lng: -118.000833),  Route carried "on" structure: City street M110,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 15,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,809 (year 2028),  Design Load: HS 20,  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: 4,  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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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 2006

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Structure Number: 55C0405,  Location: 0.3 MI N/O CHAPMAN AVE (Lat: 33.791944,  Lng: -117.980833),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 513 (year 2028),  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: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006

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Structure Number: 55C0406,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797778,  Lng: -117.967778),  Route carried "on" structure: City street M075,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,702 (year 2028),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHA,  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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: September 2006

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Structure Number: 55C0407,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797778,  Lng: -117.963889),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 513 (year 2028),  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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: September 2006

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Structure Number: 55C0408,  Location: AT ORANGEWOOD AVENUE (Lat: 33.795833,  Lng: -117.975833),  Route carried "on" structure: City street M074,  Year Built: 1963,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 21,000 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,990 (year 2028),  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: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 25 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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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 2006

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Structure Number: 55C0409,  Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797778,  Lng: -117.960000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,028 (year 2028),  Design Load: HS 20,  Features Intersected: ANHEIM-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: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: September 2006

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Structure Number: 55C041,  Location: 0.1 MI N/O ORANGEWOOD AVE (Lat: 33.797778,  Lng: -117.953889),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: DALLAS 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: 18.2m (59.7ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: September 2006

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Structure Number: 55C0411,  Location: 0.1 MI N/O ORANGEWOOD AVE (Lat: 33.797778,  Lng: -117.950000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Design Load: HS 20,  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: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  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: September 2006

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Structure Number: 55C0412,  Location: 0.25 MI E/O EUCLID STREET (Lat: 33.798889,  Lng: -117.937778),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,028 (year 2028),  Design Load: HS 20,  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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: September 2006

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Structure Number: 55 0332,  Location: 12-ORA-022-R.92-GGR (Lat: 33.775000,  Lng: -118.036667),  Route carried "under" structure: State highway 22,  Year Built: 1965,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 132,000 (year 2000),  Truck Traffic: 9%,  Features Intersected: SR 22,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.092,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 55 0348,  Location: 12-ORA-022-R4.22-GGR (Lat: 33.770000,  Lng: -117.980000),  Route carried "under" structure: City street M073,  Year Built: 1964,  Structure Length: 4.82m (15.81ft),  Features Intersected: NEWLAND STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  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 0349,  Location: 12-ORA-022-R4.81-GGR (Lat: 33.766667,  Lng: -117.971667),  Route carried "under" structure: City street M074,  Year Built: 1965,  Structure Length: 5.82m (19.09ft),  Features Intersected: MAGNOLIA STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 55 0366,  Location: 12-ORA-022-R2.69-GGR (Lat: 33.775000,  Lng: -118.006667),  Route carried "under" structure: City street M014,  Year Built: 1966,  Structure Length: 6.34m (20.80ft),  Features Intersected: KNOTT AVE,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 55 0367,  Location: 12-ORA-022-R2.74-GGR (Lat: 33.773333,  Lng: -118.005000),  Route carried "under" structure: City street M013,  Year Built: 1966,  Structure Length: 11.03m (36.19ft),  Features Intersected: GARDEN GROVE BLVD,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 55 0369,  Location: 12-ORA-022-R4.53-GGR (Lat: 33.768333,  Lng: -117.976667),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 5.67m (18.60ft),  Features Intersected: YOCKEY STREET,  Facility Carried by Structure: SR 22
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  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: 33.766667,  Lng: -117.975000),  Route carried "under" structure: City street M109,  Year Built: 1965,  Structure Length: 9.78m (32.09ft),  Features Intersected: TRASK AVE,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 55 0371,  Location: 12-ORA-022-R5.82-GGR (Lat: 33.766667,  Lng: -117.953333),  Route carried "under" structure: City street M004,  Year Built: 1965,  Structure Length: 5.30m (17.39ft),  Features Intersected: BROOKHURST STREET,  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: 17.7m (58.1ft)

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Structure Number: 55 0372,  Location: 12-ORA-022-R6.57-GGR (Lat: 33.766667,  Lng: -117.941667),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 3.60m (11.81ft),  Features Intersected: TAFT STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  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 0373,  Location: 12-ORA-022-R6.81-GGR (Lat: 33.766667,  Lng: -117.936667),  Route carried "under" structure: City street M077,  Year Built: 1965,  Structure Length: 5.18m (16.99ft),  Features Intersected: EUCLID STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 55 0374,  Location: 12-ORA-022-R7.31-GGR (Lat: 33.766667,  Lng: -117.928333),  Route carried "under" structure: City street M079,  Year Built: 1965,  Structure Length: 12.16m (39.90ft),  Features Intersected: NEWHOPE STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  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 0375,  Location: 12-ORA-022-R7.68-GGR (Lat: 33.766667,  Lng: -117.921667),  Route carried "under" structure: City street M109,  Year Built: 1965,  Structure Length: 12.31m (40.39ft),  Features Intersected: TRASK AVE,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  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 0376,  Location: 12-ORA-022-R7.83-GGR (Lat: 33.751667,  Lng: -117.918333),  Route carried "under" structure: City street M005,  Year Built: 1965,  Structure Length: 5.67m (18.60ft),  Features Intersected: HARBOR BLVD,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 55 0378,  Location: 12-ORA-022-R8.82-GGR (Lat: 33.773333,  Lng: -117.903333),  Route carried "under" structure: City street M013,  Year Built: 1965,  Structure Length: 10.45m (34.28ft),  Features Intersected: GARDEN GROVE BLVD,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  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 0411,  Location: 12-ORA-022-R8.25-GGR (Lat: 33.770000,  Lng: -117.913333),  Route carried "under" structure: State highway 22,  Year Built: 1965,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 156,000 (year 2000),  Features Intersected: PEARCE STREET POC
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.825,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.3m (73.2ft)