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

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Structure Number: 53 0009L,  Location: 07-LA-005-R56.26 (Lat: 34.451242,  Lng: -118.614583),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 54,420 (year 2011),  Truck Traffic: 17%,  Average Future Daily Traffic: 73,584 (year 2038),  Design Load: HS 20,  Features Intersected: CASTAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.260,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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 0009R,  Location: 07-LA-005-R56.26 (Lat: 34.451381,  Lng: -118.614275),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 54,420 (year 2011),  Truck Traffic: 17%,  Average Future Daily Traffic: 73,584 (year 2038),  Design Load: HS 20,  Features Intersected: CASTAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.260,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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 0363L,  Location: 07-LA-014U-T27.37 (Lat: 34.372300,  Lng: -118.499981),  Route carried "on" structure: State highway 14,  Year Built: 1969,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 74,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 117,382 (year 2039),  Design Load: HS 20,  Features Intersected: LOS ANGELES AQUEDUCT SHV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.370,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.6 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: 29.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable 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 0363M,  Location: 07-LA-014U-T27.37 (Lat: 34.372464,  Lng: -118.499844),  Route carried "on" structure: State highway 14,  Year Built: 1938,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 5,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,907 (year 2043),  Features Intersected: LOS ANGELES AQUEDUCT,  Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.370,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 53 0688,  Location: 07-LA-005-R53.94-SCTA (Lat: 34.428272,  Lng: -118.585711),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 134,090 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 202,800 (year 2038),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.940,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.2m (151.6ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 1539,  Location: 07-LA-014-33.94 (Lat: 34.427547,  Lng: -118.415378),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 101,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,286 (year 2039),  Design Load: HS 20,  Features Intersected: OAK SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.940,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  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: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 1547,  Location: 07-LA-014-35.34 (Lat: 34.433328,  Lng: -118.392364),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 101,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,286 (year 2039),  Design Load: HS 20,  Features Intersected: TICK CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.340,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1549,  Location: 07-LA-014-35.71 (Lat: 34.433461,  Lng: -118.385844),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.44m (21.13ft),  Average Daily Traffic: 100,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 194,155 (year 2039),  Design Load: HS 20,  Features Intersected: SOLEDAD CANYON RD,  Facility Carried by Structure: SOLEDAD CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.710,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  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: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1621,  Location: 07-LA-014-32.53-SCTA (Lat: 34.418742,  Lng: -118.437181),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 113,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,286 (year 2039),  Design Load: HS 20,  Features Intersected: LOST CANYON ROAD UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.530,  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: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1639,  Location: 07-LA-126-R5.66 (Lat: 34.441569,  Lng: -118.607789),  Route carried "on" structure: State highway 126,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 51,000 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 89,728 (year 2042),  Design Load: HS 20,  Features Intersected: THE OLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.660,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.0m (167.3ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 51.0m (167.3ft),  Out-to-Out Width: 52.5m (172.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 24.9 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 168,  Location: 07-LA-101-28.29-LA (Lat: 34.153161,  Lng: -118.651825),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,001 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 101,  Facility Carried by Structure: PARKWAY CALABASAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1688,  Location: 07-LA-005-R54.17-SCTA (Lat: 34.431106,  Lng: -118.587789),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 134,080 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 202,800 (year 2038),  Design Load: HS 20,  Features Intersected: RYE CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.170,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.2 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: 0.6 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1792L,  Location: 07-LA-005-R49.03-SCTA (Lat: 34.362050,  Lng: -118.555203),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 97,478 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 119,654 (year 2041),  Design Load: HS 20,  Features Intersected: CALGROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.030,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.3m (145.3ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1792R,  Location: 07-LA-005-R49.03-SCTA (Lat: 34.362333,  Lng: -118.554881),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 97,478 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 119,654 (year 2041),  Design Load: HS 20,  Features Intersected: CALGROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.030,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.3m (145.3ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1796,  Location: 07-LA-005-R46.58 (Lat: 34.340706,  Lng: -118.522856),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 812 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,069 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: WELDON CANYON OC
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: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.4m (109.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 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: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1807,  Location: 07-LA-005-R56.12 (Lat: 34.449344,  Lng: -118.613803),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 1,647 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,150 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: HONOR RANCHO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  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: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1936F,  Location: 07-LA-014-R25.13 (Lat: 34.338714,  Lng: -118.507572),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1971,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 9,700 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,858 (year 2041),  Design Load: HS 20,  Features Intersected: SIERRA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 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: 33.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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 2027,  Location: 07-LA-014-R31.88 (Lat: 34.413419,  Lng: -118.444847),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 28.33m (92.95ft),  Average Daily Traffic: 113,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,286 (year 2039),  Design Load: HS 20,  Features Intersected: SANTA CLARA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.880,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2029,  Location: 07-LA-014-R31.62-SCTA (Lat: 34.409831,  Lng: -118.446147),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 113,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,286 (year 2039),  Design Load: HS 20,  Features Intersected: METROLINK & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.620,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.0m (173.9ft),  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: 28.3m (92.8ft),  Curb-To-Curb Width: 53.0m (173.9ft),  Out-to-Out Width: 54.2m (177.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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 2066,  Location: 07-LA-014-R29.28 (Lat: 34.392606,  Lng: -118.473108),  Route carried "on" structure: County highway Q067,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,568 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: GOLDEN VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 39.5 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2070S,  Location: 07-LA-014-R27.04 (Lat: 34.364814,  Lng: -118.503217),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1971,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,834 (year 2041),  Design Load: HS 20,  Features Intersected: NEWHALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.040,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2076,  Location: 07-LA-014-R28.08 (Lat: 34.377347,  Lng: -118.493533),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 148,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 234,766 (year 2041),  Design Load: HS 20,  Features Intersected: PLACERITA CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.080,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.1m (180.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 55.1m (180.8ft),  Out-to-Out Width: 56.0m (183.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 26.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2094,  Location: 07-LA-014-R28.20 (Lat: 34.378275,  Lng: -118.492519),  Route carried "on" structure: State highway 14,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 148,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 234,766 (year 2041),  Features Intersected: PLACERITA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.200,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 219.5m (720.1ft)

Condition: Channel: Very good,  Culverts: Good,  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: January 2021

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Structure Number: 53 2096,  Location: 07-LA-014-R25.97-SCTA (Lat: 34.350361,  Lng: -118.503942),  Route carried "on" structure: State highway 14,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 159,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 241,131 (year 2041),  Design Load: HS 20,  Features Intersected: LOS PINETOS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.970,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.0m (173.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 53.0m (173.9ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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 2139M,  Location: 07-LA-005-R49.20 (Lat: 34.362967,  Lng: -118.555881),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 206,377 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 407,038 (year 2041),  Design Load: HS 20,  Features Intersected: WILEY CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.200,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 100.0m (328.1ft)

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: 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: March 2021

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Structure Number: 53 2146,  Location: 07-LA-014-R27.55-SCTA (Lat: 34.371517,  Lng: -118.499681),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 148,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 234,766 (year 2041),  Design Load: HS 20,  Features Intersected: LA AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.550,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2166,  Location: 07-LA-014-R30.89 (Lat: 34.402308,  Lng: -118.454964),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 143,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 225,232 (year 2041),  Design Load: HS 20,  Features Intersected: VIA PRINCESSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.890,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 62.2 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: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2167,  Location: 07-LA-014-R31.40-SCTA (Lat: 34.406664,  Lng: -118.447794),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 113,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,286 (year 2041),  Design Load: HS 20,  Features Intersected: CANYON PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.400,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.3m (184.7ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 56.3m (184.7ft),  Out-to-Out Width: 57.6m (189.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2201K,  Location: 07-LA-014-R30.91 (Lat: 34.403050,  Lng: -118.457267),  Route carried "on" structure: Bypass US 14,  Year Built: 1972,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,241 (year 2041),  Design Load: HS 20,  Features Intersected: VIA PRINCESSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.910,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 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: 39.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable 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 2608,  Location: 07-LA-014-R27.10 (Lat: 34.365967,  Lng: -118.502803),  Route carried "on" structure: State highway 14,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 148,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 233,209 (year 2037),  Design Load: HS 20,  Features Intersected: WHITNEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.100,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 279.0m (915.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: 53 2790R,  Location: 07-LA-005-R47.83 (Lat: 34.349883,  Lng: -118.540756),  Route carried "on" structure: Interstate 5,  Year Built: 1994,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 96,663 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,869 (year 2038),  Design Load: HS 20,  Features Intersected: THE OLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.830,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 88.4m (290.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 2809L,  Location: 07-LA-005-R50.80 (Lat: 34.385864,  Lng: -118.568894),  Route carried "on" structure: Interstate 5,  Year Built: 1994,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 96,576 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 105,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BUTTE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.800,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2809R,  Location: 07-LA-005-R50.80 (Lat: 34.385875,  Lng: -118.568522),  Route carried "on" structure: Interstate 5,  Year Built: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 96,576 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 105,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BUTTE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.800,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 39.2m (128.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2810K,  Location: 07-LA-405-7.71-LBCH (Lat: 33.825978,  Lng: -118.209439),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2001,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 14,800 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,921 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S405-S710 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.710,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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 2816,  Location: 07-LA-014-33.42-SCTA (Lat: 34.425469,  Lng: -118.423789),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,112 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: SAND CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

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

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Structure Number: 53 2925,  Location: 07-LA-005-R53.70-SCTA (Lat: 34.424861,  Lng: -118.583772),  Route carried "on" structure: Interstate 5,  Year Built: 2005,  Status: Open,  Structure Length: 23.02m (75.52ft),  Average Daily Traffic: 134,090 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 202,800 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA CLARA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.700,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.0m (187.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.0m (167.3ft),  Curb-To-Curb Width: 57.0m (187.0ft),  Out-to-Out Width: 58.0m (190.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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 2927,  Location: 07-LA-005-R52.47-SCTA (Lat: 34.407958,  Lng: -118.576814),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 10.40m (34.12ft),  Average Daily Traffic: 25,685 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,712 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: VALENCIA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.470,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 30.6m (100.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.0m (183.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 36.5m (119.8ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2928,  Location: 07-LA-005-R53.33-SCTA (Lat: 34.423008,  Lng: -118.582953),  Route carried "on" structure: Interstate 5,  Year Built: 2005,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 148,959 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 223,342 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MAGIC MOUNTAIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.330,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2944,  Location: 07-LA-126-R5.84-SCTA (Lat: 34.443047,  Lng: -118.605939),  Route carried "on" structure: State highway 126,  Year Built: 2005,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 51,000 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 89,728 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.840,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.8m (153.5ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 42.8m (140.4ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3087K,  Location: 07-LA-101-9.61-LA (Lat: 34.132611,  Lng: -118.351889),  Route carried "on" structure: Ramp US 101,  Year Built: 2016,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,660 (year 2042),  Design Load: HL 93,  Features Intersected: GRADED EARTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.610,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place