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

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Structure Number: 53 123,  Location: 07-LA-405-17.14-LNDL (Lat: 33.879933,  Lng: -118.346931),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 268,300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2038),  Design Load: HS 20,  Features Intersected: 166TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.140,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1235,  Location: 07-LA-405-18.92-HAW (Lat: 33.897467,  Lng: -118.369469),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 255,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.920,  Lanes on structure: 11,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 60.3m (197.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 53 1236,  Location: 07-LA-405-19.21-HAW (Lat: 33.901583,  Lng: -118.370214),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 260,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2038),  Design Load: HS 20,  Features Intersected: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.210,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1237,  Location: 07-LA-405-19.74-HAW (Lat: 33.909289,  Lng: -118.370194),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 260,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2038),  Design Load: HS 20,  Features Intersected: 135TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.740,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  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: 25.0m (82.0ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1238,  Location: 07-LA-405-20.18-HAW (Lat: 33.915733,  Lng: -118.370144),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 260,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 299,221 (year 2038),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.180,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 59.7m (195.9ft),  Out-to-Out Width: 66.8m (219.2ft)

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

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Structure Number: 53 1238G,  Location: 07-LA-405-20.19-HAW (Lat: 33.915817,  Lng: -118.369981),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1989,  Status: Open,  Structure Length: 47.79m (156.79ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,484 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UPRR, EL SEGUNDO BL,RMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.190,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 54.9m (180.1ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1239,  Location: 07-LA-405-20.22-HAW (Lat: 33.916256,  Lng: -118.370036),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 260,800 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2037),  Design Load: HS 20,  Features Intersected: EL SEGUNDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.220,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1239J,  Location: 07-LA-405-20.24-HAW (Lat: 33.916183,  Lng: -118.370992),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1989,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,995 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: EL SEGUNDO BLVD,  Facility Carried by Structure: 105-EL SEGUNDO BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.240,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1241T,  Location: 07-LA-405-R21.22-HAW (Lat: 33.930672,  Lng: -118.367828),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,312 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.220,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2381L,  Location: 07-LA-014-R66.73-LAN (Lat: 34.674739,  Lng: -118.157633),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 38,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,766 (year 2041),  Design Load: HS 20,  Features Intersected: AVENUE "K"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.730,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 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: 18.5m (60.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 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: 59.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2387K,  Location: 07-LA-405-20.16-HAW (Lat: 33.915200,  Lng: -118.370947),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1989,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 20,640 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,144 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.160,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2388S,  Location: 07-LA-405-20.17-HAW (Lat: 33.915636,  Lng: -118.369786),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1989,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,140 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UP RR & EL SEGUNDO BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.170,  Lanes on structure: 2,  Lanes under structure: 8,  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: 40.2m (131.9ft),  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "on" structure: Interstate 105,  Year Built: 1991,  Status: Open,  Structure Length: 72.21m (236.91ft),  Average Daily Traffic: 116,225 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 278,988 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,CONNS,STREETS
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 2.000,  Lanes on structure: 8,  Lanes under structure: 42,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.4m (142.4ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 58.3m (191.3ft)

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: Somewhat better than minimum adequacy,  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 2432,  Location: 07-LA-105-R3.05-HAW (Lat: 33.934025,  Lng: -118.352914),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 37,700 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,387 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: HAWTHORNE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.8m (206.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  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 2435,  Location: 07-LA-105-R2.53-HAW (Lat: 33.931603,  Lng: -118.361575),  Route carried "on" structure: Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 116,225 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 278,988 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INGLEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.530,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 54.3m (178.1ft)

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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2435F,  Location: 07-LA-105-R2.53-HAW (Lat: 33.932200,  Lng: -118.361558),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 25,212 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,584 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INGLEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.530,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  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-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2442G,  Location: 07-LA-405-R21.01-LA (Lat: 33.927850,  Lng: -118.367467),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1991,  Status: Open,  Structure Length: 52.00m (170.60ft),  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,921 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I 405,I 105, CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.010,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 53 2443F,  Location: 07-LA-405-R21.51-HAW (Lat: 33.931667,  Lng: -118.361114),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1991,  Status: Open,  Structure Length: 127.96m (419.82ft),  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,335 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I 405 & I 105, CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.510,  Lanes on structure: 2,  Lanes under structure: 33,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2517,  Location: 07-LA-105-R3.62-HAW (Lat: 33.930769,  Lng: -118.344056),  Route carried "on" structure: City street L665,  Year Built: 1993,  Status: Open,  Structure Length: 14.32m (46.98ft),  Average Daily Traffic: 35,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,425 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.2m (125.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2522,  Location: 07-LA-105-R5.48-HAW (Lat: 33.925875,  Lng: -118.313517),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 6,300 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,267 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: WILTON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

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: Superior 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 2653K,  Location: 07-LA-105-R3.50-HAW (Lat: 33.931875,  Lng: -118.346367),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 14.84m (48.69ft),  Average Daily Traffic: 6,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,695 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.500,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 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: 31.7m (104.0ft),  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,  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 2655,  Location: 07-LA-105-R3.51-HAW (Lat: 33.931100,  Lng: -118.344442),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 19.40m (63.65ft),  Average Daily Traffic: 32,900 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,410 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.2m (164.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 31.7m (104.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2656S,  Location: 07-LA-105-R3.32-HAW (Lat: 33.932278,  Lng: -118.349278),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 19.01m (62.37ft),  Average Daily Traffic: 8,400 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,619 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: EB PRAIRIE OFF RA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.320,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.3m (194.6ft),  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2686H,  Location: 07-LA-105-R2.03-HAW (Lat: 33.920194,  Lng: -118.370069),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 13.18m (43.24ft),  Average Daily Traffic: 30,879 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,974 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S405 ON AND OFF RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.030,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  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: 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 2733,  Location: 07-LA-110-9.80-LA (Lat: 33.871253,  Lng: -118.289033),  Route carried "on" structure: Interstate 110,  Year Built: 1995,  Status: Open,  Structure Length: 120.00m (393.70ft),  Average Daily Traffic: 18,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,450 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I 110,SR 91 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.800,  Lanes on structure: 4,  Lanes under structure: 27,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 30,  Number Of Approach Spans: 6,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0342,  Location: AT 116TH ST (Lat: 33.929042,  Lng: -118.352381),  Route carried "on" structure: City street L026,  Year Built: 1949,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 43,918 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,702 (year 2041),  Features Intersected: 116TH ST STORM DRN,  Facility Carried by Structure: HAWTHORNE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 40.3m (132.2ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021

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Structure Number: 53C0552,  Location: 100FT E/O CRENSHAW BLVD (Lat: 33.916333,  Lng: -118.325886),  Route carried "on" structure: City street L080,  Year Built: 1966,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 26,857 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,228 (year 2041),  Features Intersected: DOMINGUEZ CHAN,  Facility Carried by Structure: EL SEGUNDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: August 2021

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Structure Number: 53C1556,  Location: 0.3MI W/O CRENSHAW BLVD (Lat: 33.898217,  Lng: -118.330533),  Route carried "on" structure: County highway WR56,  Year Built: 1974,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,535 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,889 (year 2041),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHAN,  Facility Carried by Structure: 147TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 90.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1963,  Location: 0.5MI S/O IMPERIAL HWY (Lat: 33.923589,  Lng: -118.325911),  Route carried "on" structure: City street L036,  Year Built: 1990,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 45,251 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,302 (year 2041),  Features Intersected: DOMINGUEZ CHAN,  Facility Carried by Structure: CNSHW BL / 120 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 90.0m (295.3ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021

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Structure Number: 53C2011,  Location: 0.1MI E/O MULHOLLAND HWY (Lat: 34.093289,  Lng: -118.647769),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 867 (year 2012),  Average Future Daily Traffic: 954 (year 2040),  Features Intersected: COLD CRK,  Facility Carried by Structure: STUNT RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 53 1235,  Location: 07-LA-405-18.92-HAW (Lat: 33.897467,  Lng: -118.369469),  Route carried "under" structure: Interstate 405,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 261,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: BNSF RY SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.920,  Lanes on structure: 11,  Lanes under structure: 11,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 53 1236,  Location: 07-LA-405-19.21-HAW (Lat: 33.901583,  Lng: -118.370214),  Route carried "under" structure: City street L079,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 28,514 (year 2015),  Truck Traffic: 2%,  Features Intersected: ROSECRANS AVE,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 53 1238G,  Location: 07-LA-405-20.19-HAW (Lat: 33.915817,  Lng: -118.369981),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 1%,  Features Intersected: UPRR, EL SEGUNDO BL,RMPS
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 20.190,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 53 1238G,  Location: 07-LA-405-20.19-HAW (Lat: 33.915817,  Lng: -118.369981),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: UPRR, EL SEGUNDO BL,RMPS
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 20.190,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 53 1238G,  Location: 07-LA-405-20.19-HAW (Lat: 33.915817,  Lng: -118.369981),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 38,659 (year 2015),  Truck Traffic: 2%,  Features Intersected: UPRR, EL SEGUNDO BL,RMPS,  Facility Carried by Structure: N405-E&W105 CONN
Minimum Vertical Clearance: 6.58m (21.59ft),  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: 54.9m (180.1ft)

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Structure Number: 53 1239,  Location: 07-LA-405-20.22-HAW (Lat: 33.916256,  Lng: -118.370036),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 28,659 (year 2015),  Truck Traffic: 2%,  Features Intersected: EL SEGUNDO BLVD,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 53 1239J,  Location: 07-LA-405-20.24-HAW (Lat: 33.916183,  Lng: -118.370992),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 28,659 (year 2015),  Truck Traffic: 2%,  Features Intersected: EL SEGUNDO BLVD,  Facility Carried by Structure: 105-EL SEGUNDO BL
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 53 1241T,  Location: 07-LA-405-R21.22-HAW (Lat: 33.930672,  Lng: -118.367828),  Route carried "under" structure: City street L100,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2015),  Truck Traffic: 1%,  Features Intersected: IMPERIAL HIGHWAY,  Facility Carried by Structure: IMPERIAL HWY-N405
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 53 2388S,  Location: 07-LA-405-20.17-HAW (Lat: 33.915636,  Lng: -118.369786),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 40,659 (year 2015),  Truck Traffic: 2%,  Features Intersected: UP RR & EL SEGUNDO BL,  Facility Carried by Structure: EL SEGUNDO BL-N405
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 7.61m (24.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 11.88m (38.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 3,981 (year 2014),  Truck Traffic: 1%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 21.460,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 5,989 (year 2014),  Truck Traffic: 2%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 7.61m (24.97ft),  Kilometerpoint: 21.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 2,511 (year 2017),  Truck Traffic: 2%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 21.260,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 267,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 21.180,  Lanes on structure: 8,  Lanes under structure: 14,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 7.61m (24.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 24,  Location: 07-LA-105-R2.00-HAW (Lat: 33.929686,  Lng: -118.370303),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: ROUTE 405,CONNS,STREETS,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 7.61m (24.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 2432,  Location: 07-LA-105-R3.05-HAW (Lat: 33.934025,  Lng: -118.352914),  Route carried "under" structure: Interstate 105,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: HAWTHORNE BLVD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.050,  Lanes on structure: 7,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.8m (206.0ft)

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Structure Number: 53 2432,  Location: 07-LA-105-R3.05-HAW (Lat: 33.934025,  Lng: -118.352914),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: ROUTE 105 & LRT,  Facility Carried by Structure: HAWTHORNE BLVD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.050,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.8m (206.0ft)

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Structure Number: 53 2435,  Location: 07-LA-105-R2.53-HAW (Lat: 33.931603,  Lng: -118.361575),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 1%,  Features Intersected: INGLEWOOD AVE,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 53 2435F,  Location: 07-LA-105-R2.53-HAW (Lat: 33.932200,  Lng: -118.361558),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 1%,  Features Intersected: INGLEWOOD AVE,  Facility Carried by Structure: W105-N&S 405 CONN
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 53 2443F,  Location: 07-LA-405-R21.51-HAW (Lat: 33.931667,  Lng: -118.361114),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: I 405 & I 105, CONNS
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 21.510,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 53 2443F,  Location: 07-LA-405-R21.51-HAW (Lat: 33.931667,  Lng: -118.361114),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: I 405 & I 105, CONNS
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 21.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 53 2443F,  Location: 07-LA-405-R21.51-HAW (Lat: 33.931667,  Lng: -118.361114),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: I 405 & I 105, CONNS
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 21.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)