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

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Structure Number: 55 0449,  Location: 12-ORA-057-16.84-PLCN (Lat: 33.868333,  Lng: -117.878333),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 279,000 (year 1998),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.840,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 49.0m (160.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 045,  Location: 12-ORA-057-16.63-PLCN (Lat: 33.866667,  Lng: -117.878333),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 279,000 (year 1998),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY SPUR TRACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.630,  Lanes on structure: 13,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 56.9m (186.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0457,  Location: 12-ORA-057-16.74-PLCN (Lat: 33.865000,  Lng: -117.878333),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 279,000 (year 1998),  Design Load: HS 20+Mod,  Features Intersected: CROWTHER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.740,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 49.0m (160.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0459,  Location: 12-ORA-057-16.39-PLCN (Lat: 33.861667,  Lng: -117.876667),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 296,000 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 343,936 (year 2028),  Design Load: HS 20,  Features Intersected: ORANGETHORPE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.390,  Lanes on structure: 13,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.4m (194.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 59.4m (194.9ft),  Out-to-Out Width: 60.7m (199.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 046,  Location: 12-ORA-057-17.02-PLCN (Lat: 33.870000,  Lng: -117.896667),  Route carried "on" structure: State highway 57,  Year Built: 1969,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 279,000 (year 1998),  Design Load: HS 20,  Features Intersected: PLACENTIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.020,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.5m (152.6ft),  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: 32.6m (107.0ft),  Curb-To-Curb Width: 46.5m (152.6ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0527K,  Location: 12-ORA-057-16.5-PLCN (Lat: 33.863333,  Lng: -117.878333),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Design Load: HS 20,  Features Intersected: PLACENTIA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.500,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.2m (26.9ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $177,000

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Structure Number: 55C0068,  Location: 0.1 MI. S/O ORANGETHORPE (Lat: 33.858889,  Lng: -117.883889),  Route carried "on" structure: City street M181,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 19,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,025 (year 2028),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: PLACENTIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 31.1m (102.0ft)

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: 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 2006

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Structure Number: 55C0078,  Location: 0.1 MI. S/O ORANGETHORPE (Lat: 33.866444,  Lng: -117.825997),  Route carried "on" structure: City street M175,  Year Built: 1964,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,486 (year 2029),  Design Load: HS 20,  Features Intersected: CABRON CREEK CHANNEL,  Facility Carried by Structure: RICHFIELD ROAD
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: 1 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: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.9m (62.0ft)

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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 55C0141,  Location: 100' W/O ROUTE 57 FWY. (Lat: 33.860000,  Lng: -117.882778),  Route carried "on" structure: City street L074,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 32,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,727 (year 2028),  Design Load: HS 20,  Features Intersected: PLACENTIA STORM CHANNEL,  Facility Carried by Structure: ORANGETHORPE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.5m (96.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 38.1m (125.0ft)

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: 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: April 2006

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Structure Number: 55C0143,  Location: 0.1 MI. W/O JEFFERSON ST (Lat: 33.868139,  Lng: -117.839225),  Route carried "on" structure: City street L074,  Year Built: 1964,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 22,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,338 (year 2029),  Design Load: HS 20,  Features Intersected: RICHFIELD CHANNEL (E05),  Facility Carried by Structure: ORANGETHORPE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 9 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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 29.3m (96.1ft)

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,  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 2007

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Structure Number: 55C0192,  Location: 0.2 MI W/O ROSE DRIVE (Lat: 33.903903,  Lng: -117.845964),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,304 (year 2029),  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: GOLDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $253,000

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Structure Number: 55C0299M,  Location: 0.2 MI. W/O ROSE DRIVE (Lat: 33.882778,  Lng: -117.846944),  Route carried "on" structure: City street M182,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,431 (year 2028),  Design Load: HS 20,  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: PALM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 19.3m (63.3ft),  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: April 2006

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Structure Number: 55C03,  Location: 0.3 MI. W/O ORANGETHORPE (Lat: 33.870833,  Lng: -117.850833),  Route carried "on" structure: City street M162,  Year Built: 1967,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 11,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,593 (year 2028),  Design Load: HS 20,  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: CHAPMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Very good,  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: 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: April 2006

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Structure Number: 55C0302,  Location: 0.1 MI. S/O ORANGETHORPE (Lat: 33.867194,  Lng: -117.837092),  Route carried "on" structure: City street M173,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,304 (year 2029),  Design Load: HS 20,  Features Intersected: ATWOOD CHANNEL,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.5m (41.0ft)

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: 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 2007

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Structure Number: 55C0303,  Location: 0.1 MI. S/O ORANGETHORPE (Lat: 33.866611,  Lng: -117.831281),  Route carried "on" structure: City street M176,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,547 (year 2029),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: VAN BUREN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: September 2007

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Structure Number: 55C0304,  Location: 0.1 MI. S/O ORANGETHORPE (Lat: 33.865447,  Lng: -117.818508),  Route carried "on" structure: City street M142,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,155 (year 2029),  Design Load: HS 20,  Features Intersected: ATWOOD CHANNEL,  Facility Carried by Structure: LAKEVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  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: 2.3m (7.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.9m (85.0ft)

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: 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 2007

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Structure Number: 55C0314,  Location: 0.5 MI. N/O LA PALMA AVE. (Lat: 33.866361,  Lng: -117.823469),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 2000),  Average Future Daily Traffic: 206 (year 2029),  Design Load: HS 20,  Features Intersected: ATWOOD CHANNEL,  Facility Carried by Structure: FEE ANA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 55C0315,  Location: 0.3 MI. N/O ORANGETHORPE (Lat: 33.872028,  Lng: -117.831442),  Route carried "on" structure: City street M176,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,547 (year 2029),  Design Load: HS 20,  Features Intersected: RICHFIELD CHANNEL,  Facility Carried by Structure: VAN BUREN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 25.5m (83.7ft)

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,  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 2007

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Structure Number: 55C0316,  Location: 0.1 MI. N/O ORANGETHORPE (Lat: 33.868889,  Lng: -117.836944),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,000 (year 2000),  Average Future Daily Traffic: 8,244 (year 2029),  Design Load: HS 20,  Features Intersected: RICHFIELD CHANNEL,  Facility Carried by Structure: JEFFERSON STREET
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: 3,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 25.3m (83.0ft)

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: September 2007

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Structure Number: 55C0355,  Location: 100' W/O ROUTE 57 FWY. (Lat: 33.860000,  Lng: -117.873889),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Design Load: HS 20,  Features Intersected: PLACENTIA STORM CHANNEL,  Facility Carried by Structure: IOWA PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft)

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 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: April 2006

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Structure Number: 55C0356,  Location: 100' W/O ROUTE 57 FWY. (Lat: 33.865833,  Lng: -117.880000),  Route carried "on" structure: City street M172,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,431 (year 2028),  Design Load: HS 20,  Features Intersected: PLACENTIA STORM CHANNEL,  Facility Carried by Structure: CROWTHER AVENUE
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: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.4m (63.6ft)

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: 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: April 2006

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Structure Number: 55C0544,  Location: 0.1 MI E/O YORBA LINDA BL (Lat: 33.888889,  Lng: -117.845833),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: YORBA PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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,  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: April 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0618M,  Location: 0.3 MI W/O ROSE DRIVE (Lat: 33.875833,  Lng: -117.848889),  Route carried "on" structure: City street M178,  Year Built: 1992,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,431 (year 2028),  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: ALTA VISTA STREET
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.0m (72.2ft)

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: 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: April 2006

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Structure Number: 55 0457,  Location: 12-ORA-057-16.74-PLCN (Lat: 33.865000,  Lng: -117.878333),  Route carried "under" structure: City street M172,  Year Built: 1969,  Structure Length: 4.63m (15.19ft),  Features Intersected: CROWTHER AVE,  Facility Carried by Structure: SR 57
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 55 0459,  Location: 12-ORA-057-16.39-PLCN (Lat: 33.861667,  Lng: -117.876667),  Route carried "under" structure: City street L074,  Year Built: 1969,  Structure Length: 5.30m (17.39ft),  Features Intersected: ORANGETHORPE AVE,  Facility Carried by Structure: ROUTE 57
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 55 046,  Location: 12-ORA-057-17.02-PLCN (Lat: 33.870000,  Lng: -117.896667),  Route carried "under" structure: City street M181,  Year Built: 1969,  Structure Length: 10.91m (35.79ft),  Features Intersected: PLACENTIA AVE,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 5.38m (17.65ft),  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: 32.6m (107.0ft)

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Structure Number: 55C0679,  Location: 0.07 MI N/O CROWTHER AVE. (Lat: 33.868453,  Lng: -117.873553),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: MELROSE STREET,  Facility Carried by Structure: BN&SF RAILROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.6m (54.5ft)