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

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Structure Number: 53 0734,  Location: 07-LA-210-R21.53-LCF (Lat: 34.190000,  Lng: -118.180000),  Route carried "on" structure: Interstate 210,  Year Built: 1974,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 99,000 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 202,371 (year 2029),  Design Load: HS 20,  Features Intersected: BERKSHIRE PL UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.530,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2138,  Location: 07-LA-210-R19.51-LCF (Lat: 34.210000,  Lng: -118.211667),  Route carried "on" structure: City street L594,  Year Built: 1970,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 16,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,724 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: FOOTHILL BLVD
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: 24.3m (79.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 54.8m (179.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008

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Structure Number: 53 2168,  Location: 07-LA-210-R20.3-LCF (Lat: 34.201667,  Lng: -118.191667),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 5,520 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,532 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2177,  Location: 07-LA-210-R20.6-LCF (Lat: 34.200000,  Lng: -118.186667),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 7,680 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,870 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 210,  Facility Carried by Structure: GOULD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2189,  Location: 07-LA-210-R19.23-LCF (Lat: 34.210000,  Lng: -118.215000),  Route carried "on" structure: City street Q265,  Year Built: 1972,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 2,800 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,120 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ALTA CANYADA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2191G,  Location: 07-LA-210-R18.76-LCF (Lat: 34.210000,  Lng: -118.221667),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 149,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 205,767 (year 2028),  Design Load: HS 20,  Features Intersected: E2-W210 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.760,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,996,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $4,494,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2198,  Location: 07-LA-210-R22.02-LCF (Lat: 34.186667,  Lng: -118.175000),  Route carried "on" structure: City street Q296,  Year Built: 1974,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 6,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,244 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: LINDA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2199,  Location: 07-LA-210-R18.91-LCF (Lat: 34.210000,  Lng: -118.218333),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 117,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 205,767 (year 2028),  Design Load: HS 20,  Features Intersected: W210-W2 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.910,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.7 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2202,  Location: 07-LA-210-R20.85-LCF (Lat: 34.198333,  Lng: -118.185000),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 113,500 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 202,371 (year 2029),  Design Load: HS 20,  Features Intersected: HAMPTON RD & FOOTHILL BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.850,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

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

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Structure Number: 53 2218,  Location: 07-LA-210-R20.16-LCF (Lat: 34.205000,  Lng: -118.196667),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 1,440 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,226 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: COMMONWEALTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2219G,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211667,  Lng: -118.223333),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 26,100 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,678 (year 2028),  Design Load: HS 20,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.530,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2219K,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211667,  Lng: -118.223333),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 5,100 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,809 (year 2028),  Design Load: HS 20,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.530,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2228G,  Location: 07-LA-002-R23.15-LCF (Lat: 34.211667,  Lng: -118.225000),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 27,400 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,581 (year 2029),  Design Load: HS 20,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.150,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C086,  Location: 1000' W OF 210 FREEWAY (Lat: 34.190000,  Lng: -118.181667),  Route carried "on" structure: City street Q299,  Year Built: 1924,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,600 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,397 (year 2029),  Features Intersected: FLNT CYN CHNL & EQUEST T,  Facility Carried by Structure: BERKSHIRE PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Poor,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 53C0975,  Location: 0.2 MI W PALM DR (Lat: 34.225000,  Lng: -118.216667),  Route carried "on" structure: City street Q247,  Year Built: 1940,  Year Reconstructed: 1961,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 950 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,362 (year 2029),  Design Load: H 20,  Features Intersected: EARLE CANYON,  Facility Carried by Structure: JESSEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Critical Feature Inspection Date: March 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1052,  Location: 1/2 MI S FOOTHILL BLVD (Lat: 34.181667,  Lng: -118.201667),  Route carried "on" structure: City street L482,  Year Built: 1937,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,349 (year 2029),  Features Intersected: HAY CANYON CHANNEL,  Facility Carried by Structure: CHEVY CHASE
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),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 53C1464,  Location: 0.1 MI N FOOTHILL BLVD (Lat: 34.218333,  Lng: -118.223333),  Route carried "on" structure: City street Q247,  Year Built: 1936,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,973 (year 2029),  Design Load: H 20,  Features Intersected: HALLS CANYON CHANNEL,  Facility Carried by Structure: CASTLE ROAD
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),  Skew: 6 degrees,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1465,  Location: 0.1 MI E CASTLE RD (Lat: 34.220000,  Lng: -118.223333),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,450 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,095 (year 2029),  Design Load: H 20,  Features Intersected: HALLS CANYON CHANNEL,  Facility Carried by Structure: LYONS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1466,  Location: 0.3 MI E OCEAN BLVD. (Lat: 34.221667,  Lng: -118.221667),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 350 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 524 (year 2029),  Design Load: H 20,  Features Intersected: HALLS CANYON CHANNEL,  Facility Carried by Structure: CROSS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1813,  Location: 0.1 MI W OF CASTLE ROAD (Lat: 34.215000,  Lng: -118.223333),  Route carried "on" structure: City street L594,  Year Built: 1935,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 22,700 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,130 (year 2029),  Design Load: HS 15,  Features Intersected: HALLS CANYON CHANNEL,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 53 0734,  Location: 07-LA-210-R21.53-LCF (Lat: 34.190000,  Lng: -118.180000),  Route carried "under" structure: City street 210,  Year Built: 1974,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 99,000 (year 1998),  Truck Traffic: 7%,  Features Intersected: BERKSHIRE PL UC
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 2.153,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 53 2138,  Location: 07-LA-210-R19.51-LCF (Lat: 34.210000,  Lng: -118.211667),  Route carried "under" structure: Interstate 210,  Year Built: 1970,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 117,000 (year 1998),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.951,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 53 2168,  Location: 07-LA-210-R20.3-LCF (Lat: 34.201667,  Lng: -118.191667),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 113,500 (year 1998),  Truck Traffic: 7%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.203,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 2177,  Location: 07-LA-210-R20.6-LCF (Lat: 34.200000,  Lng: -118.186667),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 113,500 (year 1998),  Truck Traffic: 7%,  Features Intersected: I 210,  Facility Carried by Structure: GOULD AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 53 2189,  Location: 07-LA-210-R19.23-LCF (Lat: 34.210000,  Lng: -118.215000),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 117,000 (year 1998),  Truck Traffic: 8%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ALTA CANYADA RD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 1.923,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 53 219,  Location: 07-LA-210-R19.31-LCF (Lat: 34.210000,  Lng: -118.215000),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 117,000 (year 1998),  Truck Traffic: 8%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: WINERY CYN FLUME O
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 1.931,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 53 2191G,  Location: 07-LA-210-R18.76-LCF (Lat: 34.210000,  Lng: -118.221667),  Route carried "under" structure: Ramp State highway 2,  Year Built: 1972,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 27,400 (year 1998),  Truck Traffic: 2%,  Features Intersected: E2-W210 CONNECTOR RAMP
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.315,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 53 2198,  Location: 07-LA-210-R22.02-LCF (Lat: 34.186667,  Lng: -118.175000),  Route carried "under" structure: Interstate 210,  Year Built: 1974,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 113,500 (year 1998),  Truck Traffic: 7%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: LINDA VISTA AVE
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.202,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 53 2199,  Location: 07-LA-210-R18.91-LCF (Lat: 34.210000,  Lng: -118.218333),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1972,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 94,400 (year 1997),  Truck Traffic: 8%,  Features Intersected: W210-W2 CONNECTOR RAMP
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.891,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 53 2202,  Location: 07-LA-210-R20.85-LCF (Lat: 34.198333,  Lng: -118.185000),  Route carried "under" structure: City street 210,  Year Built: 1972,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 135,000 (year 1998),  Truck Traffic: 7%,  Features Intersected: HAMPTON RD & FOOTHILL BL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 2.085,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 53 2202,  Location: 07-LA-210-R20.85-LCF (Lat: 34.198333,  Lng: -118.185000),  Route carried "under" structure: City street 210,  Year Built: 1972,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 19,120 (year 1998),  Truck Traffic: 2%,  Features Intersected: HAMPTON RD & FOOTHILL BL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 2.085,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 53 2218,  Location: 07-LA-210-R20.16-LCF (Lat: 34.205000,  Lng: -118.196667),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 113,500 (year 1998),  Truck Traffic: 7%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: COMMONWEALTH AVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 2.016,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 53 2219G,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211667,  Lng: -118.223333),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1972,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 7,000 (year 1991),  Truck Traffic: 1%,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 53 2219G,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211667,  Lng: -118.223333),  Route carried "under" structure: Business City street ,  Year Built: 1972,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 2,800 (year 1991),  Truck Traffic: 1%,  Features Intersected: WALTONIA DR,  Facility Carried by Structure: RAMP/CONNECTOR 210
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 53 2219K,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211667,  Lng: -118.223333),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1972,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 8,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 53 2219K,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211667,  Lng: -118.223333),  Route carried "under" structure: Business City street ,  Year Built: 1972,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 2,800 (year 1991),  Truck Traffic: 1%,  Features Intersected: WALTONIA DR,  Facility Carried by Structure: RAMP/CONNECTOR 210
Minimum Vertical Clearance: 7.73m (25.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 53 2228G,  Location: 07-LA-002-R23.15-LCF (Lat: 34.211667,  Lng: -118.225000),  Route carried "under" structure: Business City street ,  Year Built: 1972,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 5,000 (year 1990),  Truck Traffic: 1%,  Features Intersected: WALTONIA DR,  Facility Carried by Structure: RAMP/CONNECTOR 2
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 53 2232,  Location: 07-LA-210-R21.12-LCF (Lat: 34.196667,  Lng: -118.183333),  Route carried "under" structure: Interstate 210,  Year Built: 1974,  Structure Length: 14.84m (48.69ft),  Average Daily Traffic: 113,500 (year 1998),  Truck Traffic: 7%,  Features Intersected: MEADOW GROVE POC
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 2.112,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.2m (145.0ft)