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), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 11,640 (year 2032), 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: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 186,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 209,831 (year 2034), Design Load: HS 20+Mod, Features Intersected: NEWLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.220, Lanes on structure: 11, Lanes under structure: 4, 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 6.44m (21.13ft), Average Daily Traffic: 161,000 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 212,902 (year 2032), 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: 6, 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: Good, Superstructure: Very 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 161,000 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 212,902 (year 2032), 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: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 186,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 209,831 (year 2034), 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: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 186,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 209,831 (year 2034), Design Load: HS 20+Mod, Features Intersected: TRASK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.620, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.5m (178.8ft), 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: 23.5m (77.1ft), Curb-To-Curb Width: 54.5m (178.8ft), Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 201,000 (year 2009), Average Future Daily Traffic: 215,973 (year 2034), 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: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 214,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 239,515 (year 2034), 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: 4, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 12.20m (40.03ft), Average Daily Traffic: 214,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 239,515 (year 2034), 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: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 12, 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, Year Reconstructed: 2007, Status: Open, Structure Length: 10.35m (33.96ft), Average Daily Traffic: 229,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 257,939 (year 2034), 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: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 1079, Location: 12-ORA-022-R5.82-GGR (Lat: 33.766667, Lng: -117.953333), Route carried "on" structure: State highway 22, Year Built: 2007, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 201,000 (year 2009), Average Future Daily Traffic: 215,973 (year 2034), 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: 57.2m (187.7ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 57.2m (187.7ft), 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: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 108, Location: 12-ORA-022-R6.81-GGR (Lat: 33.766667, Lng: -117.936667), Route carried "on" structure: State highway 22, Year Built: 2007, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 201,000 (year 2009), Average Future Daily Traffic: 215,973 (year 2034), Design Load: HS 20+Mod, Features Intersected: EUCLID STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.810, Lanes on structure: 11, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 57.9m (190.0ft), Out-to-Out Width: 57.9m (190.0ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 1092, Location: 12-ORA-022-R4.81-GGR (Lat: 33.765833, Lng: -117.972222), Route carried "on" structure: State highway 22, Year Built: 2007, Status: Open, Structure Length: 4.55m (14.93ft), Average Daily Traffic: 186,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 209,831 (year 2034), 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: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 12, 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: 33.797744, Lng: -117.958764), 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, Base Highway Network: Yes, 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 10

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Structure Number: 55C0403, Location: 0.3 M N/O GARDEN GROVE BL (Lat: 33.778400, Lng: -118.001406), Route carried "on" structure: City street M110, Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 16,000 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 30,809 (year 2028), Design Load: H 15, 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: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10

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Structure Number: 55C0405, Location: 0.3 MI N/O CHAPMAN AVE (Lat: 33.792394, Lng: -117.980461), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 2%, 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 2008

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Structure Number: 55C0406, Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797692, Lng: -117.967550), Route carried "on" structure: City street M075, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 26,702 (year 2028), 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: 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 2008

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Structure Number: 55C0407, Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797736, Lng: -117.963772), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 2%, 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 2008

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Structure Number: 55C0408, Location: AT ORANGEWOOD AVENUE (Lat: 33.795697, Lng: -117.975475), 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, Base Highway Network: Yes, 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 2008

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Structure Number: 55C0409, Location: 0.15 MI N/O ORANGEWOOD AV (Lat: 33.797722, Lng: -117.959933), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,028 (year 2028), 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: 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 2008

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Structure Number: 55C041, Location: 0.1 MI N/O ORANGEWOOD AVE (Lat: 33.797769, Lng: -117.953442), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 2%, 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 10

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Structure Number: 55C0411, Location: 0.1 MI N/O ORANGEWOOD AVE (Lat: 33.797792, Lng: -117.949650), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 2%, 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 10

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Structure Number: 55C0412, Location: 0.25 MI E/O EUCLID STREET (Lat: 33.799014, Lng: -117.937811), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 2%, 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: 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 10

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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: 161,000 (year 2005), 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), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 3%, Features Intersected: NEWLAND STREET, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 0.52m (1.71ft), 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: 26.8m (87.9ft)

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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: 6.44m (21.13ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Features Intersected: KNOTT AVE, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.67m (15.32ft), 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: 22.2m (72.8ft)

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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: 11.80m (38.71ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, 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: 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: 33.768333, Lng: -117.976667), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 1%, Features Intersected: YOCKEY STREET, Facility Carried by Structure: SR 22
Minimum Vertical Clearance: 0.53m (1.74ft), 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: 33.766667, Lng: -117.975000), Route carried "under" structure: City street M109, Year Built: 1965, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 3%, Features Intersected: TRASK AVE, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.36m (17.59ft), 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: 33.766667, Lng: -117.941667), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 1%, Features Intersected: TAFT STREET, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.67m (15.32ft), 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: 33.766667, Lng: -117.928333), Route carried "under" structure: City street M079, Year Built: 1965, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 3%, Features Intersected: NEWHOPE STREET, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 7.62m (25.00ft), 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: 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: 12.20m (40.03ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 3%, Features Intersected: TRASK AVE, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 5.36m (17.59ft), 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: 33.773333, Lng: -117.903333), Route carried "under" structure: City street M013, Year Built: 1965, Structure Length: 10.35m (33.96ft), Average Daily Traffic: 20,000 (year 2005), Truck Traffic: 3%, Features Intersected: GARDEN GROVE BLVD, Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 0.49m (1.61ft), 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 1079, Location: 12-ORA-022-R5.82-GGR (Lat: 33.766667, Lng: -117.953333), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 20,000 (year 2005), Truck Traffic: 3%, Features Intersected: BROOKHURST STREET, Facility Carried by Structure: RTE 22
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 8, Material/Design: Concrete, 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: 33.766667, Lng: -117.936667), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Features Intersected: EUCLID STREET, Facility Carried by Structure: RTE 22
Minimum Vertical Clearance: 4.57m (14.99ft), 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: 33.765833, Lng: -117.972222), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 4.55m (14.93ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Features Intersected: MAGNOLIA STREET, Facility Carried by Structure: RTE 22
Minimum Vertical Clearance: 4.74m (15.55ft), 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)