Bridge Statistics for Culver City, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53 1252,  Location: 07-LA-405-25.54-CLC (Lat: 33.983125,  Lng: -118.395172),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 294,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 414,167 (year 2043),  Design Load: HS 20,  Features Intersected: CENTINELA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.540,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 53 1254,  Location: 07-LA-405-25.46-CLC (Lat: 33.982147,  Lng: -118.394331),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 284,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 341,091 (year 2038),  Design Load: HS 20,  Features Intersected: SEPULVEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.460,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.9m (160.4ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 48.9m (160.4ft),  Out-to-Out Width: 49.9m (163.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1256,  Location: 07-LA-405-26.49-CLC (Lat: 33.994536,  Lng: -118.404067),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 278,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 424,622 (year 2043),  Design Load: HS 20,  Features Intersected: BALLONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.490,  Lanes on structure: 13,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 61.0m (200.1ft),  Out-to-Out Width: 62.5m (205.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1259,  Location: 07-LA-405-27.20-CLC (Lat: 34.003164,  Lng: -118.410939),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 294,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 414,167 (year 2043),  Design Load: HS 20,  Features Intersected: CULVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.200,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.0m (193.6ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1261,  Location: 07-LA-405-27.61-CLC (Lat: 34.008108,  Lng: -118.414811),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 278,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 424,622 (year 2043),  Design Load: HS 20,  Features Intersected: WASHINGTON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.610,  Lanes on structure: 14,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 66.0m (216.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 66.0m (216.5ft),  Out-to-Out Width: 67.0m (219.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1347,  Location: 07-LA-405-26.45-CLC (Lat: 33.994067,  Lng: -118.403692),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 294,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 414,167 (year 2043),  Design Load: HS 20,  Features Intersected: MCDONALD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.450,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 62.5m (205.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 62.5m (205.1ft),  Out-to-Out Width: 62.5m (205.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1401F,  Location: 07-LA-090-2.62-CLC (Lat: 33.989647,  Lng: -118.400178),  Route carried "on" structure: Ramp State highway 90,  Year Built: 1968,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 7,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,031 (year 2038),  Design Load: HS 20,  Features Intersected: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.620,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1402,  Location: 07-LA-405-26.29-CLC (Lat: 33.992125,  Lng: -118.402117),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 296,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 383,262 (year 2043),  Design Load: HS 20,  Features Intersected: PORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.290,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 67.0m (219.8ft),  Out-to-Out Width: 67.0m (219.8ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1403,  Location: 07-LA-405-27.08-CLC (Lat: 34.001308,  Lng: -118.409467),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 278,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 424,622 (year 2043),  Design Load: HS 20,  Features Intersected: SAWTELLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.080,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.0m (193.6ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 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 minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 183,  Location: 07-LA-605-R15.37-IDY (Lat: 34.015742,  Lng: -118.054875),  Route carried "on" structure: Interstate 605,  Year Built: 1964,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 251,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 278,386 (year 2040),  Design Load: HS 20,  Features Intersected: ROSE HILLS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.370,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 42.6m (139.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 42.6m (139.8ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 53 1838G,  Location: 07-LA-405-25.99-CLC (Lat: 33.988178,  Lng: -118.401256),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1967,  Status: Open,  Structure Length: 28.77m (94.39ft),  Average Daily Traffic: 19,302 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,769 (year 2038),  Design Load: HS 20,  Features Intersected: E90-N405 CONN,I 405,RMPS
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 25.990,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "on" structure: State highway 90,  Year Built: 1968,  Status: Open,  Structure Length: 93.42m (306.50ft),  Average Daily Traffic: 154,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 204,109 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 405 & CITY STREETS
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.540,  Lanes on structure: 6,  Lanes under structure: 35,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 28,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "on" structure: Ramp State highway 90,  Year Built: 1967,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 39.08m (128.22ft),  Average Daily Traffic: 19,700 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,916 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTES 90 & 405,SLAUSON,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.550,  Lanes on structure: 2,  Lanes under structure: 25,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1855F,  Location: 07-LA-090-2.73-CLC (Lat: 33.988344,  Lng: -118.398700),  Route carried "on" structure: Ramp State highway 90,  Year Built: 1967,  Status: Open,  Structure Length: 19.99m (65.58ft),  Average Daily Traffic: 6,200 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,773 (year 2038),  Design Load: HS 20,  Features Intersected: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.730,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1973F,  Location: 07-LA-405-26.09-CLC (Lat: 33.989525,  Lng: -118.401372),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 6,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,995 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.090,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1974F,  Location: 07-LA-405-26.10-CLC (Lat: 33.989600,  Lng: -118.401544),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1968,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 6,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,995 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.100,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  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: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2978,  Location: 07-LA-405-27.20-CLC (Lat: 34.001097,  Lng: -118.409089),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2010,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 8,900 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,553 (year 2043),  Design Load: HS 20,  Features Intersected: SAWTILLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.200,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0341,  Location: 100FT E/O SR-405 FWY (Lat: 33.979708,  Lng: -118.392297),  Route carried "on" structure: City street L121,  Year Built: 1963,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 26,250 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,500 (year 2041),  Features Intersected: CENTINELLA CRK CHAN,  Facility Carried by Structure: CENTINELA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 102.2m (335.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum 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 48 months,  Inspection Date: July 2021

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Structure Number: 53C0875,  Location: 200FT W/O LA CIENEGA BLVD (Lat: 34.031906,  Lng: -118.375425),  Route carried "on" structure: City street L106,  Year Built: 1938,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 22,688 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,098 (year 2041),  Features Intersected: BALLONA CRK,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0876,  Location: 0.5MI W/O LA CIENEGA BL (Lat: 34.022006,  Lng: -118.378678),  Route carried "on" structure: City street L229,  Year Built: 1938,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 7,421 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,446 (year 2041),  Features Intersected: BALLONA CR,  Facility Carried by Structure: HIGUERA ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0877,  Location: W/O JEFFERSON BLVD (Lat: 34.006950,  Lng: -118.395817),  Route carried "on" structure: City street L206,  Year Built: 1938,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 34,545 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,454 (year 2041),  Features Intersected: BALLONA CRK,  Facility Carried by Structure: OVERLAND AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0991,  Location: 0.1MI W/O JEFFERSON BLVD (Lat: 34.017319,  Lng: -118.388933),  Route carried "on" structure: City street Q550,  Year Built: 1938,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 11,864 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,657 (year 2041),  Features Intersected: BALLONA CRK,  Facility Carried by Structure: DUQUESNE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1399,  Location: 0.5MI W/O I-405 FWY (Lat: 33.999825,  Lng: -118.417675),  Route carried "on" structure: City street L106,  Year Built: 1949,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 23,963 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,862 (year 2039),  Design Load: HS 20,  Features Intersected: SEPULVEDA CHAN,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  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 or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

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Structure Number: 53C1772,  Location: 1/4 MI NE CESAR CHAVEZ AV (Lat: 34.055767,  Lng: -118.222228),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 22,500 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,566 (year 2039),  Features Intersected: METROLINK,  Facility Carried by Structure: MISSION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1779,  Location: 1.7MI N/O SLAUSON AVE (Lat: 34.012281,  Lng: -118.373625),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 5,610 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,452 (year 2040),  Design Load: HS 20,  Features Intersected: LA CIENEGA BLVD,  Facility Carried by Structure: BALDWIN HILL PK RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.7m (107.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2351,  Location: 1.1 MILE N/O VALLEY BLVD. (Lat: 34.112778,  Lng: -118.107778),  Route carried "on" structure: City street L362,  Year Built: 2016,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 18,656 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,387 (year 2041),  Design Load: HL 93,  Features Intersected: UPRR,  Facility Carried by Structure: Ramona Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.999,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0701,  Location: 07-LA-405-27.95-CLC (Lat: 34.012172,  Lng: -118.418022),  Route carried "under" structure: State highway 187,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 44,800 (year 2011),  Truck Traffic: 2%,  Features Intersected: SR 187 (VENICE BLVD),  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 5.830,  Lanes on structure: 14,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 53 1838G,  Location: 07-LA-405-25.99-CLC (Lat: 33.988178,  Lng: -118.401256),  Route carried "under" structure: City street L104,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 6,903 (year 2015),  Truck Traffic: 1%,  Features Intersected: E90-N405 CONN,I 405,RMPS,  Facility Carried by Structure: N405-W90 CONNECTOR
Minimum Vertical Clearance: 7.28m (23.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1838G,  Location: 07-LA-405-25.99-CLC (Lat: 33.988178,  Lng: -118.401256),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 12,005 (year 2015),  Truck Traffic: 2%,  Features Intersected: E90-N405 CONN,I 405,RMPS
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 25.990,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1838G,  Location: 07-LA-405-25.99-CLC (Lat: 33.988178,  Lng: -118.401256),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 30,301 (year 2015),  Truck Traffic: 2%,  Features Intersected: E90-N405 CONN,I 405,RMPS
Minimum Vertical Clearance: 8.63m (28.31ft),  Kilometerpoint: 25.990,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1838G,  Location: 07-LA-405-25.99-CLC (Lat: 33.988178,  Lng: -118.401256),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,003 (year 2015),  Truck Traffic: 2%,  Features Intersected: E90-N405 CONN,I 405,RMPS
Minimum Vertical Clearance: 9.53m (31.27ft),  Kilometerpoint: 25.990,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1838G,  Location: 07-LA-405-25.99-CLC (Lat: 33.988178,  Lng: -118.401256),  Route carried "under" structure: Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 294,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: E90-N405 CONN,I 405,RMPS
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 25.990,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: Interstate 405,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 190,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 25.950,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2011),  Truck Traffic: 6%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 25.950,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: City street L104,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 125,000 (year 2011),  Truck Traffic: 6%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 25.950,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: City street L104,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: City street L128,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2011),  Truck Traffic: 6%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 9.67m (31.73ft),  Kilometerpoint: 25.950,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1851,  Location: 07-LA-090-2.54-CLC (Lat: 33.987758,  Lng: -118.400922),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: ROUTE 405 & CITY STREETS,  Facility Carried by Structure: STATE ROUTE 90
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 25.950,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "under" structure: Ramp City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,003 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTES 90 & 405,SLAUSON,,  Facility Carried by Structure: E90-N405 CONNECTOR
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "under" structure: Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 154,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: ROUTES 90 & 405,SLAUSON,
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 25.960,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "under" structure: Ramp State highway 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTES 90 & 405,SLAUSON,
Minimum Vertical Clearance: 8.38m (27.49ft),  Kilometerpoint: 2.550,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "under" structure: State highway 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: ROUTES 90 & 405,SLAUSON,
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.550,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 30,301 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTES 90 & 405,SLAUSON,
Minimum Vertical Clearance: 9.30m (30.51ft),  Kilometerpoint: 25.960,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1854G,  Location: 07-LA-090-2.55-CLC (Lat: 33.987550,  Lng: -118.400942),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 12,005 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTES 90 & 405,SLAUSON,
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 25.960,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 1855F,  Location: 07-LA-090-2.73-CLC (Lat: 33.988344,  Lng: -118.398700),  Route carried "under" structure: City street L104,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 54,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: JEFFERSON BLVD,  Facility Carried by Structure: W90-N405 CONNECTOR
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 53C1779,  Location: 1.7MI N/O SLAUSON AVE (Lat: 34.012281,  Lng: -118.373625),  Route carried "under" structure: ServiceCounty highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 86,288 (year 2010),  Truck Traffic: 1%,  Features Intersected: LA CIENEGA BLVD,  Facility Carried by Structure: BALDWIN HILL PK RD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 53C2359,  Location: 07-LA-187-7.76-CLC (Lat: 34.028050,  Lng: -118.391197),  Route carried "under" structure: State highway 187,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 42,250 (year 2012),  Truck Traffic: 3%,  Features Intersected: SR 187/VENICE BLVD,  Facility Carried by Structure: LT RAIL EXPO LINE
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 7.760,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 65.3m (214.2ft)