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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 48
Total length: 308 meters (1,010ft)
Total average daily traffic: 4,297,450
Total average daily truck traffic: 283,357
National Bridge Inventory (NBI) Registered Bridges for Westminster
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New bridges - Historical Statistics

  • 1950-1959: 3
  • 1960-1969: 36
  • 1970-1979: 7
  • 1980-1989: 0
  • 1990-1999: 2

Reconstructed bridges - Historical Statistics

  • 1960-1969: 4
  • 1970-1979: 0
  • 1980-1989: 3
  • 1990-1999: 0
  • 2000-2009: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 55 0085,  Location: 12-ORA-022-R2.37-WTM (Lat: 33.781667,  Lng: -118.008333),  Route carried "on" structure: State highway 22,  Year Built: 1958,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 161,000 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 212,902 (year 2032),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.370,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12
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Structure Number: 55 0269,  Location: 12-ORA-405-17.21-WTM (Lat: 33.740000,  Lng: -117.996667),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 312,119 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.210,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.743333,  Lng: -118.003333),  Route carried "on" structure: City street M018,  Year Built: 1965,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 20,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,203 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0271,  Location: 12-ORA-405-17.94-WTM (Lat: 33.746667,  Lng: -118.006667),  Route carried "on" structure: City street M014,  Year Built: 1965,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,402 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: GOLDEN WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0272,  Location: 12-ORA-405-18.36-WTM (Lat: 33.751667,  Lng: -118.011667),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 312,119 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NAVY RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.360,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0273,  Location: 12-ORA-405-18.6-WTM (Lat: 33.753333,  Lng: -118.015000),  Route carried "on" structure: City street M061,  Year Built: 1965,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,801 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: EDWARDS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0274,  Location: 12-ORA-405-19.16-WTM (Lat: 33.760000,  Lng: -118.021667),  Route carried "on" structure: City street L056,  Year Built: 1965,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 20,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,203 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: WESTMINSTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0275,  Location: 12-ORA-405-19.38-WTM (Lat: 33.761667,  Lng: -118.023333),  Route carried "on" structure: City street M060,  Year Built: 1965,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,402 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0276,  Location: 12-ORA-405-20.56-WTM (Lat: 33.773333,  Lng: -118.038333),  Route carried "on" structure: City street L097,  Year Built: 1965,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,402 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  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: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55 0282,  Location: 12-ORA-039-7.14-WTM (Lat: 33.753333,  Lng: -117.988333),  Route carried "on" structure: State highway 39,  Year Built: 1954,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 59,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 64,900 (year 2030),  Design Load: HS 20,  Features Intersected: WESTMINSTER STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.140,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Channel: Very good,  Culverts: 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: 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: March 12
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Structure Number: 55 0338,  Location: 12-ORA-022-R3.2-WTM (Lat: 33.771667,  Lng: -117.998333),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.46m (24.48ft),  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: UP RR & HOOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.200,  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: 4,  Length of Maximum Span: 28.4m (93.2ft),  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: 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 0368,  Location: 12-ORA-022-R3.57-WTM (Lat: 33.770000,  Lng: -117.991667),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 157,000 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 193,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 39 (BEACH BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.570,  Lanes on structure: 10,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.2m (171.3ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 52.5m (172.2ft),  Out-to-Out Width: 53.2m (174.5ft)

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,  Length Of Structure Improvement: 7.35m (24.11ft),  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 0398,  Location: 12-ORA-022-R1.93-WTM (Lat: 33.773333,  Lng: -118.020000),  Route carried "on" structure: City street M060,  Year Built: 1966,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,640 (year 2032),  Design Load: HS 20,  Features Intersected: ROUTE 22,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

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: Meets minimum limits,  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 0461,  Location: 12-ORA-405-19.45-WTM (Lat: 33.761667,  Lng: -118.025000),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 312,119 (year 2031),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.450,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.4m (198.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 60.4m (198.2ft),  Out-to-Out Width: 61.4m (201.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 11
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Structure Number: 55 0462,  Location: 12-ORA-405-17.8-WTM (Lat: 33.745000,  Lng: -118.005000),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 312,119 (year 2031),  Design Load: HS 20,  Features Intersected: WESTMINSTER CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.800,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 11
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Structure Number: 55 048,  Location: 12-ORA-405-15.87-WTM (Lat: 33.725000,  Lng: -117.978333),  Route carried "on" structure: Interstate 405,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 257,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 331,412 (year 2031),  Design Load: HS 20,  Features Intersected: E GARDEN GROVE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.870,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11
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Structure Number: 55C0093,  Location: AT MCFADDEN AVENUE (Lat: 33.737778,  Lng: -117.955000),  Route carried "on" structure: City street M004,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 43,600 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,151 (year 2029),  Design Load: HS 20,  Features Intersected: E GARDEN GROVE WBURG CH,  Facility Carried by Structure: BROOKHURST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.5m (96.8ft),  Skew: 23 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: 2.4m (7.9ft),  Right: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 11
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Structure Number: 55C0108,  Location: 100' W BOLSA CHICA RD (Lat: 33.759494,  Lng: -118.042981),  Route carried "on" structure: City street L056,  Year Built: 1959,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 22,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,879 (year 2029),  Design Load: HS 20,  Features Intersected: BOLSA CHICA CHANNEL,  Facility Carried by Structure: WESTMINSTER AVE
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: 24.0m (78.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55C0135M,  Location: 0.1 MI S ROUTE 1-405 (Lat: 33.745000,  Lng: -118.006944),  Route carried "on" structure: City street M014,  Year Built: 1965,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 46,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,790 (year 2029),  Design Load: HS 20,  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: GOLDEN WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.9m (101.4ft),  Skew: 24 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: 1.8m (5.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: April 2009
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Structure Number: 55C0157,  Location: 0.6 MI S/O WESTMINISTER (Lat: 33.750511,  Lng: -118.042017),  Route carried "on" structure: City street L097,  Year Built: 1976,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 47,200 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,151 (year 2029),  Features Intersected: ANAHEIM BARBER CITY CH,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.5m (8.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0162,  Location: 0.3 MI W SPRINGDALE ST (Lat: 33.758889,  Lng: -118.030000),  Route carried "on" structure: City street L056,  Year Built: 1976,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 26,500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,643 (year 2029),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: WESTMINISTER BLVD
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: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2009
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Structure Number: 55C0401,  Location: 100' N/W RANCHO RD (Lat: 33.753350,  Lng: -118.037928),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,048 (year 2029),  Design Load: HS 20,  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: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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: April 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0402,  Location: 0.2 MI N TRASK AVE (Lat: 33.768647,  Lng: -118.015978),  Route carried "on" structure: City street M061,  Year Built: 1975,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 9,000 (year 1989),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,339 (year 2029),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHA,  Facility Carried by Structure: EDWARDS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 11
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Structure Number: 55C0424,  Location: 0.25 MI N EDINGER AVE (Lat: 33.733997,  Lng: -117.963431),  Route carried "on" structure: City street M075,  Year Built: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,372 (year 2029),  Design Load: HS 20,  Features Intersected: E GRDN GRVE WNTERBG CHAN,  Facility Carried by Structure: BUSHARD 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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11
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Structure Number: 55C0426,  Location: 0.10 MI N MCFADDEN AVE (Lat: 33.739092,  Lng: -117.946078),  Route carried "on" structure: City street M076,  Year Built: 1961,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,270 (year 2029),  Design Load: HS 20,  Features Intersected: E GRDN GRVE WINTRBG CHAN,  Facility Carried by Structure: WARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  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: 2.4m (7.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 11
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Structure Number: 55C0427,  Location: AT EDINGER AVE (Lat: 33.730000,  Lng: -117.971944),  Route carried "on" structure: City street M074,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 30,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,193 (year 2029),  Design Load: HS 20,  Features Intersected: E GRDN GRVE WINTRBG CHAN,  Facility Carried by Structure: MAGNOLIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 2 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: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 11
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Structure Number: 55C0457M,  Location: 100' N BOLSA AVE (Lat: 33.744689,  Lng: -118.015692),  Route carried "on" structure: City street M061,  Year Built: 1965,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 17,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,671 (year 2029),  Design Load: HS 20,  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: EDWARDS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0545,  Location: 0.3 MI S WESTMINSTER AVE (Lat: 33.755686,  Lng: -117.981042),  Route carried "on" structure: City street M073,  Year Built: 1978,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 22,900 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,440 (year 2029),  Design Load: HS 20,  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: NEWLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  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: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 11
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Structure Number: 55C0546,  Location: 200' S HAZARD AVE (Lat: 33.751528,  Lng: -117.998394),  Route carried "on" structure: City street M069,  Year Built: 1974,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 9,700 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,339 (year 2029),  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: HOOVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0547,  Location: 0.3 MI NORTH BOLSA AVE (Lat: 33.748253,  Lng: -118.002675),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,095 (year 2029),  Design Load: HS 20,  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: April 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0648,  Location: 0.2 MI N/O DREY ROAD (Lat: 33.725947,  Lng: -117.982442),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,068 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: E GRDN GRVE WNTRSBG CHAN,  Facility Carried by Structure: WOODRUFF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.1 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 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: June 11
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Structure Number: 55C0649,  Location: 0.1 M S/O EDINGER (Lat: 33.728811,  Lng: -117.975764),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,068 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: E GRDN GRVE WNTRSBG CHAN,  Facility Carried by Structure: QUARTZ STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 11
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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.743333,  Lng: -118.003333),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 1.775,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.743333,  Lng: -118.003333),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 12,800 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 1.775,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.743333,  Lng: -118.003333),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 6,700 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.775,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 0271,  Location: 12-ORA-405-17.94-WTM (Lat: 33.746667,  Lng: -118.006667),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: GOLDEN WEST ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.794,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 55 0271,  Location: 12-ORA-405-17.94-WTM (Lat: 33.746667,  Lng: -118.006667),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 14,400 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: GOLDEN WEST ST
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.794,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 55 0273,  Location: 12-ORA-405-18.6-WTM (Lat: 33.753333,  Lng: -118.015000),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: EDWARDS ST
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.186,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 0274,  Location: 12-ORA-405-19.16-WTM (Lat: 33.760000,  Lng: -118.021667),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 7,250 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: WESTMINSTER AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.916,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 0274,  Location: 12-ORA-405-19.16-WTM (Lat: 33.760000,  Lng: -118.021667),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: WESTMINSTER AVE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.916,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 0274,  Location: 12-ORA-405-19.16-WTM (Lat: 33.760000,  Lng: -118.021667),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: WESTMINSTER AVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.916,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 0275,  Location: 12-ORA-405-19.38-WTM (Lat: 33.761667,  Lng: -118.023333),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.938,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 55 0275,  Location: 12-ORA-405-19.38-WTM (Lat: 33.761667,  Lng: -118.023333),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.938,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 55 0276,  Location: 12-ORA-405-20.56-WTM (Lat: 33.773333,  Lng: -118.038333),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 281,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.056,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 55 0276,  Location: 12-ORA-405-20.56-WTM (Lat: 33.773333,  Lng: -118.038333),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 11,500 (year 2005),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 2.056,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 55 0338,  Location: 12-ORA-022-R3.2-WTM (Lat: 33.771667,  Lng: -117.998333),  Route carried "under" structure: City street M069,  Year Built: 1964,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: UP RR & HOOVER STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 7.22m (23.69ft),  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: 28.4m (93.2ft)

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Structure Number: 55 0368,  Location: 12-ORA-022-R3.57-WTM (Lat: 33.770000,  Lng: -117.991667),  Route carried "under" structure: State highway 39,  Year Built: 1964,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 65,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR 39 (BEACH BLVD),  Facility Carried by Structure: SR 22
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.848,  Lanes on structure: 10,  Lanes under structure: 10,  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 0398,  Location: 12-ORA-022-R1.93-WTM (Lat: 33.773333,  Lng: -118.020000),  Route carried "under" structure: State highway 22,  Year Built: 1966,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 161,000 (year 2005),  Truck Traffic: 9%,  Features Intersected: ROUTE 22,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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