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

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Structure Number: 53 1507,  Location: 07-LA-405-47.24-LA (Lat: 34.271719,  Lng: -118.471883),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 142,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 279,509 (year 2038),  Design Load: HS 20,  Features Intersected: SAN FERNANDO MISSION BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.240,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1519M,  Location: 07-LA-005-40.53-LA (Lat: 34.280269,  Lng: -118.455739),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 156,373 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 210,335 (year 2043),  Design Load: HS 20,  Features Intersected: EAST CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.530,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 73.5m (241.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: 53 1526,  Location: 07-LA-110-4.77-LA (Lat: 33.799286,  Lng: -118.287872),  Route carried "on" structure: Interstate 110,  Year Built: 1962,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 199,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 234,606 (year 2037),  Design Load: HS 20,  Features Intersected: WILMINGTON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.770,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.7m (136.8ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 154,  Location: 07-LA-014-36.54 (Lat: 34.437217,  Lng: -118.372217),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 97,000 (year 2019),  Average Future Daily Traffic: 189,585 (year 2043),  Design Load: HS 20,  Features Intersected: SPRING CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.540,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1548,  Location: 07-LA-005-41.55-LA (Lat: 34.289403,  Lng: -118.467103),  Route carried "on" structure: Interstate 5,  Year Built: 1974,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 131,438 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 171,894 (year 2043),  Design Load: HS 20,  Features Intersected: ROUTE 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.550,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.6 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: 61.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1550K,  Location: 07-LA-405-41.35-LA (Lat: 34.186342,  Lng: -118.474828),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 7,700 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,302 (year 2038),  Design Load: HS 20,  Features Intersected: HASKELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.350,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1551,  Location: 07-LA-010-R6.60-LA (Lat: 34.031250,  Lng: -118.413292),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 254,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 264,574 (year 2037),  Design Load: HS 20,  Features Intersected: LACMTA LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.600,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.2 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 24 months,  Inspection Date: April 2020

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Structure Number: 53 1552,  Location: 07-LA-010-R6.74-LA (Lat: 34.030597,  Lng: -118.411411),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 254,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 270,809 (year 2040),  Design Load: HS 20,  Features Intersected: MOTOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.740,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes (,  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: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 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: 21.4 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1553S,  Location: 07-LA-010-R7.08-LA (Lat: 34.030222,  Lng: -118.405556),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 9.43m (30.94ft),  Average Daily Traffic: 8,800 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,391 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.080,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1554,  Location: 07-LA-010-R7.21-LA (Lat: 34.029428,  Lng: -118.403661),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 268,000 (year 2009),  Average Future Daily Traffic: 283,085 (year 2042),  Design Load: HS 20,  Features Intersected: NATIONAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.210,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  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: 28.2m (92.5ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.2m (164.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1555,  Location: 07-LA-010-R7.58-LA (Lat: 34.028928,  Lng: -118.397167),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 268,000 (year 2009),  Average Future Daily Traffic: 283,085 (year 2042),  Design Load: HS 20,  Features Intersected: BAGLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.580,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.0m (147.6ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 47.3m (155.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1556,  Location: 07-LA-010-R7.83-LA (Lat: 34.029733,  Lng: -118.392592),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 268,000 (year 2009),  Average Future Daily Traffic: 283,085 (year 2042),  Design Load: HS 20,  Features Intersected: ROBERTSON BL-W10 ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.830,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  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: 23.8m (78.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1557,  Location: 07-LA-010-R7.92-LA (Lat: 34.030217,  Lng: -118.391644),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 13.36m (43.83ft),  Average Daily Traffic: 268,000 (year 2009),  Average Future Daily Traffic: 283,085 (year 2042),  Design Load: HS 20,  Features Intersected: ROBERTSON BL NATIONAL BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.920,  Lanes on structure: 10,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 51.4m (168.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 53 1558,  Location: 07-LA-010-R8.30-LA (Lat: 34.033669,  Lng: -118.385792),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 268,000 (year 2009),  Average Future Daily Traffic: 283,085 (year 2042),  Design Load: HS 20,  Features Intersected: CATTARAUGUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.300,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.0m (134.5ft),  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: 23.5m (77.1ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1563,  Location: 07-LA-010-R13.80-LA (Lat: 34.036656,  Lng: -118.291886),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 287,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 347,480 (year 2038),  Design Load: HS 20,  Features Intersected: VERMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.800,  Lanes on structure: 14,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 65.2m (213.9ft),  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: 30.9m (101.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 65.2m (213.9ft),  Out-to-Out Width: 71.3m (233.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.8 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: 24.3 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: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1564,  Location: 07-LA-010-R13.54-LA (Lat: 34.036656,  Lng: -118.296619),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 287,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 346,325 (year 2040),  Design Load: HS 20,  Features Intersected: BUDLONG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.540,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 78.2m (256.6ft),  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: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 78.2m (256.6ft),  Out-to-Out Width: 80.7m (264.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.9 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: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 1565,  Location: 07-LA-010-R13.30-LA (Lat: 34.036758,  Lng: -118.300594),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 287,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 347,480 (year 2038),  Design Load: HS 20,  Features Intersected: NORMANDIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.300,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.6m (211.9ft),  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: 30.9m (101.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 64.6m (211.9ft),  Out-to-Out Width: 67.1m (220.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.5 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: 37.3 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1566,  Location: 07-LA-010-R12.82-LA (Lat: 34.036689,  Lng: -118.308867),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 39,785 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 53,679 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10 AND RAMPS,  Facility Carried by Structure: WESTERN AVE
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: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1567,  Location: 07-LA-010-R12.57-LA (Lat: 34.036589,  Lng: -118.313281),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 3,310 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,465 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10 AND RAMPS,  Facility Carried by Structure: GRAMERCY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 30.5 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: 23.3 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1568,  Location: 07-LA-010-R12.32-LA (Lat: 34.036994,  Lng: -118.317833),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 36,415 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,128 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: ARLINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 37.6 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1569,  Location: 07-LA-010-R11.97-LA (Lat: 34.035475,  Lng: -118.323572),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 5,100 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,177 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: SIXTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.0 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: 27.2 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 157,  Location: 07-LA-010-R11.70-LA (Lat: 34.034978,  Lng: -118.328358),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 6,300 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,018 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: TENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1571,  Location: 07-LA-010-R11.39-LA (Lat: 34.035386,  Lng: -118.333744),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 52,287 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 79,410 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: CRENSHAW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1572,  Location: 07-LA-010-R11.03-LA (Lat: 34.034442,  Lng: -118.340150),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 9.22m (30.25ft),  Average Daily Traffic: 17,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,054 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: WEST BLVD
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: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.2 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: 38.6 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1575M,  Location: 07-LA-110-12.17-LA (Lat: 33.906044,  Lng: -118.286186),  Route carried "on" structure: Interstate 110,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 253,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 249,233 (year 2037),  Design Load: HS 20,  Features Intersected: 138TH STREET STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.170,  Lanes on structure: 13,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 75.6m (248.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 56.1m (184.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53 1579,  Location: 07-LA-010-R9.12-LA (Lat: 34.035850,  Lng: -118.373206),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 265,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 286,981 (year 2042),  Design Load: H 20,  Features Intersected: BALLONA CRK, FAIRFAX OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.120,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1582,  Location: 07-LA-010-R9.74-LA (Lat: 34.033714,  Lng: -118.362533),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 265,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 286,981 (year 2042),  Design Load: HS 20,  Features Intersected: HAUSER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.740,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.3m (135.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 41.3m (135.5ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum 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 1584,  Location: 07-LA-010-R10.12-LA (Lat: 34.033817,  Lng: -118.355961),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 265,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 286,981 (year 2042),  Design Load: HS 20,  Features Intersected: REDONDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.120,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1586,  Location: 07-LA-010-R10.43-LA (Lat: 34.033972,  Lng: -118.350567),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 273,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 311,216 (year 2042),  Design Load: HS 20,  Features Intersected: LA BREA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.430,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.6m (211.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 64.6m (211.9ft),  Out-to-Out Width: 67.1m (220.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 27.9 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: 21.4 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1587,  Location: 07-LA-010-R10.72-LA (Lat: 34.034253,  Lng: -118.345542),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 273,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 311,216 (year 2042),  Design Load: HS 20,  Features Intersected: HARCOURT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.720,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  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: 22.1m (72.5ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.4m (178.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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 1603,  Location: 07-LA-010-R4.24-SMCA (Lat: 34.027597,  Lng: -118.454450),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 185,000 (year 2010),  Average Future Daily Traffic: 201,005 (year 2042),  Design Load: HS 20,  Features Intersected: PICO BLVD, CENTINELA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.240,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  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: 32.9m (107.9ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 49.9m (163.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1604,  Location: 07-LA-010-R4.51-LA (Lat: 34.027981,  Lng: -118.449369),  Route carried "on" structure: Interstate 10,  Year Built: 1963,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 237,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 258,250 (year 2042),  Design Load: HS 20,  Features Intersected: BUNDY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.510,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 55.5m (182.1ft),  Out-to-Out Width: 56.3m (184.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1605,  Location: 07-LA-010-R4.82-LA (Lat: 34.029400,  Lng: -118.444264),  Route carried "on" structure: Interstate 10,  Year Built: 1963,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 237,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 258,250 (year 2042),  Design Load: HS 20,  Features Intersected: BARRINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.820,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.3 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: 37.3 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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1608,  Location: 07-LA-010-R8.65-LA (Lat: 34.036342,  Lng: -118.380875),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 268,000 (year 2009),  Average Future Daily Traffic: 283,085 (year 2042),  Design Load: HS 20,  Features Intersected: CORNING/GARTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.650,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 53.7m (176.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 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: 32.4 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1608S,  Location: 07-LA-010-R8.65-LA (Lat: 34.036231,  Lng: -118.380819),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,200 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,273 (year 2040),  Design Load: HS 20,  Features Intersected: GARTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.650,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1610G,  Location: 07-LA-010-R9.12-LA (Lat: 34.035525,  Lng: -118.373456),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 7,750 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,505 (year 2038),  Design Load: HS 20,  Features Intersected: BALLONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.120,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 46.0 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1611S,  Location: 07-LA-010-R9.12-LA (Lat: 34.035636,  Lng: -118.373203),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 10,700 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,121 (year 2040),  Design Load: H 20,  Features Intersected: BALLONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.120,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.8 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: 48.3 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1612F,  Location: 07-LA-010-R9.15-LA (Lat: 34.036761,  Lng: -118.372181),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 18,910 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,516 (year 2040),  Design Load: HS 20,  Features Intersected: BALLONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.150,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 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: 45.7 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,  Waterway Adequacy: Equal 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

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Structure Number: 53 1615,  Location: 07-LA-010-R6.31-LA (Lat: 34.031500,  Lng: -118.419167),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 29,945 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,351 (year 2042),  Design Load: HS 20,  Features Intersected: ROUTE 10,  Facility Carried by Structure: NATIONAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 99.8 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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1616,  Location: 07-LA-010-R6.40-LA (Lat: 34.031456,  Lng: -118.416633),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.47m (31.07ft),  Average Daily Traffic: 49,730 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,183 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 10, RAMPS,  Facility Carried by Structure: OVERLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Integral Concrete