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

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Structure Number: 53 1049,  Location: 07-LA-005-4.87-NRW (Lat: 33.916558,  Lng: -118.079314),  Route carried "on" structure: Interstate 5,  Year Built: 1954,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 168,000 (year 2009),  Average Future Daily Traffic: 263,676 (year 2040),  Features Intersected: IMPERIAL HY STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.870,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 54.8m (179.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 164,  Location: 07-LA-010-R5.76-LA (Lat: 34.031444,  Lng: -118.428033),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 258,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 264,574 (year 2037),  Design Load: HS 20,  Features Intersected: MILITARY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.760,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.1m (164.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 50.1m (164.4ft),  Out-to-Out Width: 50.1m (164.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1645,  Location: 07-LA-605-R5.81-NRW (Lat: 33.887392,  Lng: -118.104094),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 297,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 305,454 (year 2040),  Design Load: HS 20,  Features Intersected: ALONDRA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.810,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 61.9m (203.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 61.9m (203.1ft),  Out-to-Out Width: 63.6m (208.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1646,  Location: 07-LA-605-R6.32-NRW (Lat: 33.894625,  Lng: -118.104522),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 297,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 305,454 (year 2040),  Design Load: HS 20,  Features Intersected: FAIRTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.320,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 55.4m (181.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 55.4m (181.8ft),  Out-to-Out Width: 57.2m (187.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1647,  Location: 07-LA-605-R6.40-NRW (Lat: 33.895736,  Lng: -118.104567),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 297,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 305,454 (year 2040),  Design Load: HS 20,  Features Intersected: EXCELSIOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.400,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 55.4m (181.8ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 55.4m (181.8ft),  Out-to-Out Width: 57.1m (187.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1648,  Location: 07-LA-605-R6.81-NRW (Lat: 33.901867,  Lng: -118.105011),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 297,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 305,454 (year 2040),  Design Load: HS 20,  Features Intersected: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.810,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 50.5m (165.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 50.5m (165.7ft),  Out-to-Out Width: 58.6m (192.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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 1651,  Location: 07-LA-605-R7.85-NRW (Lat: 33.916883,  Lng: -118.104431),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 297,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 305,454 (year 2042),  Design Load: HS 20,  Features Intersected: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.850,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.2m (171.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 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: 29.2 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: Meets minimum limits,  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 1651K,  Location: 07-LA-605-R7.85-NRW (Lat: 33.916889,  Lng: -118.105092),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 26,260 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,909 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.850,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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 1651T,  Location: 07-LA-605-R7.84-NRW (Lat: 33.915864,  Lng: -118.104033),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 8,100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,492 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: IMPERIAL HWY, ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.840,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 6,  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: 6,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 1652,  Location: 07-LA-605-R8.23-NRW (Lat: 33.922400,  Lng: -118.104153),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 297,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 305,454 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR, DOWNEY-NORWALK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.230,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 62.4m (204.7ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 62.4m (204.7ft),  Out-to-Out Width: 63.9m (209.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 41.5 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: Better than present minimum 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 1652K,  Location: 07-LA-605-R8.23-NRW (Lat: 33.922394,  Lng: -118.104978),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 2,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,289 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR, DOWNEY-NORWALK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.230,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 1652S,  Location: 07-LA-605-R8.23-NRW (Lat: 33.922397,  Lng: -118.103936),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1990,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 2,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,976 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR, DOWNEY-NORWALK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.230,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum 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 1653,  Location: 07-LA-605-R8.38-NRW (Lat: 33.924317,  Lng: -118.103878),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 298,000 (year 2012),  Average Future Daily Traffic: 276,624 (year 2039),  Design Load: HS 20,  Features Intersected: FIRESTONE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.380,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 58.0m (190.3ft),  Out-to-Out Width: 59.7m (195.9ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1653S,  Location: 07-LA-605-R8.37-NRW (Lat: 33.924200,  Lng: -118.103742),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 254,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 283,238 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FIRESTONE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.370,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal 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 1654,  Location: 07-LA-605-R8.91-NRW (Lat: 33.931858,  Lng: -118.101167),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 298,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 276,624 (year 2039),  Design Load: HS 20,  Features Intersected: CECILIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.910,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  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: 20.4m (66.9ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 58.4m (191.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 55.4 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2594S,  Location: 07-LA-605-R7.61-NRW (Lat: 33.913689,  Lng: -118.104381),  Route carried "on" structure: Bypass Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 8,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,908 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.610,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 36,  Length of Maximum Span: 45.3m (148.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal 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 2690G,  Location: 07-LA-002-R23.00-GNDL (Lat: 34.205217,  Lng: -118.217533),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 8,900 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,445 (year 2044),  Design Load: HS 20,  Features Intersected: VERDUGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2697H,  Location: 07-LA-605-R7.66-NRW (Lat: 33.914083,  Lng: -118.111683),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 11.57m (37.96ft),  Average Daily Traffic: 25,450 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,218 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN GABRIEL RV/SERVICE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.660,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.3m (148.6ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal 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 2699G,  Location: 07-LA-605-R6.81-NRW (Lat: 33.903081,  Lng: -118.104703),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 26,260 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,012 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.810,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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 2702G,  Location: 07-LA-105-R17.64-NRW (Lat: 33.913458,  Lng: -118.108381),  Route carried "on" structure: Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 64.53m (211.71ft),  Average Daily Traffic: 201,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 118,714 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RMP, CONN, 105, 605, IMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.640,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2703G,  Location: 07-LA-105-R17.77-NRW (Lat: 33.910131,  Lng: -118.105486),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 20,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,525 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: FOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.770,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2704G,  Location: 07-LA-105-R17.78-NRW (Lat: 33.907828,  Lng: -118.105667),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 15.93m (52.26ft),  Average Daily Traffic: 20,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,525 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S605-ROSECRANS OFFRMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.780,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2705F,  Location: 07-LA-605-R8.04-NRW (Lat: 33.919842,  Lng: -118.105039),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1992,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 26,267 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,909 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FIRESTONE-S605 RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.040,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.6m (162.7ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.2m (66.3ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 53 2706F,  Location: 07-LA-605-R7.94-NRW (Lat: 33.916889,  Lng: -118.105283),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1993,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 24,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,218 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Meets minimum limits,  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 2719G,  Location: 07-LA-105-R17.66-NRW (Lat: 33.912678,  Lng: -118.106439),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,360 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: METRO NORWALK PARKING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.660,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2751,  Location: 07-LA-110-11.89-LA (Lat: 33.901792,  Lng: -118.287083),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 35,790 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,605 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 31.6m (103.7ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2759,  Location: 07-LA-105-R17.91-NRW (Lat: 33.914019,  Lng: -118.103331),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,631 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105, LRT,  Facility Carried by Structure: HOXIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.8m (140.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3018,  Location: 07-LA-005-2.42-NRW (Lat: 33.891722,  Lng: -118.046750),  Route carried "on" structure: Business City street ,  Year Built: 2016,  Status: Open,  Structure Length: 31.85m (104.49ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,800 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: CARMENITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 39.0m (128.0ft)

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: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3018K,  Location: 07-LA-005-2.45-NRW (Lat: 33.893597,  Lng: -118.047511),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2016,  Status: Open,  Structure Length: 11.57m (37.96ft),  Average Daily Traffic: 9,870 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,818 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GRADED EARTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.450,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3018S,  Location: 07-LA-005-2.48-NRW (Lat: 33.894617,  Lng: -118.047306),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2016,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 3,670 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,138 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GRADED EARTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3019K,  Location: 07-LA-005-2.33-NRW (Lat: 33.892578,  Lng: -118.045697),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2016,  Status: Open,  Structure Length: 8.30m (27.23ft),  Average Daily Traffic: 5,400 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,560 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GRADED EARTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.330,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3019S,  Location: 07-LA-005-2.37-NRW (Lat: 33.893797,  Lng: -118.045819),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2016,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,390 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,946 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GRADED EARTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.370,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3033,  Location: 07-LA-047-3.74-LBCH (Lat: 33.762222,  Lng: -118.238694),  Route carried "on" structure: State highway 47,  Year Built: 2015,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,319 (year 2042),  Design Load: HL 93,  Features Intersected: OPEN GROUND.,  Facility Carried by Structure: DOCK ST. ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.740,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3039,  Location: 07-LA-005-3.04-NRW (Lat: 33.898222,  Lng: -118.055722),  Route carried "on" structure: Business City street ,  Year Built: 2014,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,000 (year 2037),  Design Load: HL 93,  Features Intersected: I 5, FIRESTONE BLVD,  Facility Carried by Structure: SHOEMAKER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.8m (140.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3041,  Location: 07-LA-005-3.68-NRW (Lat: 33.904611,  Lng: -118.064319),  Route carried "on" structure: Interstate 5,  Year Built: 2016,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 175,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 245,000 (year 2041),  Design Load: HL 93,  Features Intersected: BLOOMFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.680,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 65.7m (215.6ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 65.7m (215.6ft),  Out-to-Out Width: 67.2m (220.5ft)

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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3042K,  Location: 07-LA-005-3.63-NRW (Lat: 33.903556,  Lng: -118.064194),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2015,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 20,000 (year 2018),  Average Future Daily Traffic: 28,000 (year 2037),  Design Load: HL 93,  Features Intersected: BLOOMFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.630,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 68.2m (223.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3062,  Location: 07-LA-005-5.12-NRW (Lat: 33.920167,  Lng: -118.081667),  Route carried "on" structure: Interstate 5,  Year Built: 2020,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 194,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 302,719 (year 2043),  Design Load: HL 93,  Features Intersected: PIONEER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.120,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.5m (221.5ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.3m (99.4ft),  Curb-To-Curb Width: 65.8m (215.9ft),  Out-to-Out Width: 67.0m (219.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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,  Underclear: Meets minimum limits,  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: 53C0338,  Location: 0.6MI E/O I-605 FWY (Lat: 33.920292,  Lng: -118.096181),  Route carried "on" structure: City street L164,  Year Built: 1954,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 26,842 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,861 (year 2040),  Design Load: HS 20,  Features Intersected: SPTCO,  Facility Carried by Structure: FIRESTONE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0339,  Location: 0.8MI E/O I-605 FWY (Lat: 33.918789,  Lng: -118.093500),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 25,262 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,314 (year 2040),  Design Load: HS 20,  Features Intersected: LONGVEST DRN,  Facility Carried by Structure: FIRESTONE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Channel: Fair,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 53C1904,  Location: 200FT E/O I-5 FWY (Lat: 33.917003,  Lng: -118.079322),  Route carried "on" structure: City street L100,  Year Built: 1954,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 56,855 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,602 (year 2041),  Features Intersected: BOMBARDIER AVE DRN,  Facility Carried by Structure: IMPERIAL HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 25.6m (84.0ft)

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 48 months,  Inspection Date: Febuary 2021

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Structure Number: 53C2282,  Location: 0.2 S/O RIDGE ROUTE RD (Lat: 34.485669,  Lng: -118.615611),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2040),  Features Intersected: UNKNOWN CHAN,  Facility Carried by Structure: CASTAIC RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1645,  Location: 07-LA-605-R5.81-NRW (Lat: 33.887392,  Lng: -118.104094),  Route carried "under" structure: City street L086,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 26,265 (year 2012),  Truck Traffic: 2%,  Features Intersected: ALONDRA BLVD,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 53 1647,  Location: 07-LA-605-R6.40-NRW (Lat: 33.895736,  Lng: -118.104567),  Route carried "under" structure: City street L087,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2012),  Truck Traffic: 2%,  Features Intersected: EXCELSIOR DRIVE,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)