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

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Structure Number: 53 0025,  Location: 07-LA-005-12.92-CMRC (Lat: 34.010206,  Lng: -118.160164),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,820 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,446 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: TRIGGS AVENUE
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: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 003,  Location: 07-LA-001-50.36 (Lat: 34.033300,  Lng: -118.742528),  Route carried "on" structure: State highway 1,  Year Built: 1947,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 29,750 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,544 (year 2040),  Design Load: HS 20,  Features Intersected: SOLSTICE CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.360,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 22.6m (74.1ft)

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

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Structure Number: 53 0607,  Location: 07-LA-005-13.89-CMRC (Lat: 34.016606,  Lng: -118.174747),  Route carried "on" structure: City street L359,  Year Built: 1951,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 16,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,054 (year 2036),  Design Load: HS 20,  Features Intersected: ROUTE 5 & CONN,  Facility Carried by Structure: EASTERN AVE
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: 12.2m (40.0ft),  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: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0631R,  Location: 07-LA-005-1.21-SFSP (Lat: 33.883564,  Lng: -118.028772),  Route carried "on" structure: City street L097,  Year Built: 1976,  Status: Open,  Structure Length: 12.84m (42.13ft),  Average Daily Traffic: 4,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,005 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: VALLEY VIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0635,  Location: 07-LA-005-11.55-CMRC (Lat: 33.994972,  Lng: -118.144403),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 218,000 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 239,270 (year 2040),  Design Load: HS 20,  Features Intersected: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.550,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 36 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0637,  Location: 07-LA-005-10.88-CMRC (Lat: 33.987564,  Lng: -118.137219),  Route carried "on" structure: Interstate 5,  Year Built: 1952,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 218,000 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 239,270 (year 2040),  Design Load: HS 20,  Features Intersected: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.880,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0638,  Location: 07-LA-005-9.70-CMRC (Lat: 33.974358,  Lng: -118.124003),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 218,000 (year 2011),  Average Future Daily Traffic: 248,102 (year 2040),  Design Load: HS 20,  Features Intersected: SLAUSON AVE & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.700,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 078,  Location: 07-LA-002-16.64-LA (Lat: 34.118131,  Lng: -118.235233),  Route carried "on" structure: City street Q400,  Year Built: 1976,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,300 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,399 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 2,  Facility Carried by Structure: AVE 36 OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Poor,  Superstructure: Good,  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: 36.6 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0785R,  Location: 07-LA-710-23.19-CMRC (Lat: 34.015417,  Lng: -118.172197),  Route carried "on" structure: Interstate 710,  Year Built: 1954,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 21.46m (70.41ft),  Average Daily Traffic: 216,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 220,000 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 5, CONN, TELEGRAPH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.190,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0788L,  Location: 07-LA-710-23.21-CMRC (Lat: 34.015631,  Lng: -118.172867),  Route carried "on" structure: Interstate 710,  Year Built: 1955,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 23.09m (75.75ft),  Average Daily Traffic: 110,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 102,917 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 5, CONN, TELEGRAPH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.210,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0789E,  Location: 07-LA-710-23.26-CMRC (Lat: 34.016242,  Lng: -118.172686),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1956,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 45,900 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,500 (year 2037),  Design Load: HS 20,  Features Intersected: I 5 NB & TELEGRAPH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.260,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0841,  Location: 07-LA-710-22.45-CMRC (Lat: 34.004547,  Lng: -118.172789),  Route carried "on" structure: Interstate 710,  Year Built: 1955,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 217,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 225,835 (year 2037),  Design Load: HS 20,  Features Intersected: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.450,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 41.9m (137.5ft),  Out-to-Out Width: 44.7m (146.7ft)

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

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Structure Number: 53 0842,  Location: 07-LA-710-22.66-CMRC (Lat: 34.007544,  Lng: -118.172225),  Route carried "on" structure: Interstate 710,  Year Built: 1954,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 42.54m (139.57ft),  Average Daily Traffic: 216,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 225,835 (year 2037),  Design Load: HS 20,  Features Intersected: UP RR & NOAKES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.660,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Other Special Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 086,  Location: 07-LA-010-47.74-CLA (Lat: 34.081536,  Lng: -117.719431),  Route carried "on" structure: Interstate 10,  Year Built: 1954,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 247,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 275,377 (year 2038),  Design Load: HS 20,  Features Intersected: INDIAN HILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.740,  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: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 0869,  Location: 07-LA-710-23.14-CMRC (Lat: 34.014542,  Lng: -118.172100),  Route carried "on" structure: Interstate 710,  Year Built: 1955,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 216,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 225,835 (year 2037),  Design Load: HS 20,  Features Intersected: TRIGGS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.140,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 57.3m (188.0ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 53C0151,  Location: 0.4 MI SW/O US 101 (Lat: 34.057772,  Lng: -118.252264),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 17,257 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,313 (year 2040),  Design Load: HS 20,  Features Intersected: FIGUEROA STREET,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 54.1 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: Meets minimum limits,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0252,  Location: 0.6MI N/O SLAUSON AVE (Lat: 33.994172,  Lng: -118.182397),  Route carried "on" structure: City street L062,  Year Built: 1931,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 58,397 (year 2012),  Truck Traffic: 19%,  Average Future Daily Traffic: 70,076 (year 2040),  Features Intersected: LOS ANGELES RIV,  Facility Carried by Structure: ATLANTIC BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 53C077,  Location: 0.3MI S/O FOOTHILL BLVD (Lat: 34.213775,  Lng: -118.227736),  Route carried "on" structure: County highway Q259,  Year Built: 1936,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,230 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,476 (year 2040),  Features Intersected: HALLS CYN CHAN,  Facility Carried by Structure: OCEAN VIEW BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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,  Waterway Adequacy: Superior to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0791,  Location: 0.4MI W/O GAREY AVE (Lat: 34.088489,  Lng: -117.756017),  Route carried "on" structure: City street Q937,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,800 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,674 (year 2041),  Design Load: HS 20,  Features Intersected: THOMPSON CRK,  Facility Carried by Structure: LA VERNE AVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1052,  Location: 0.5MI S/O FOOTHILL BLVD (Lat: 34.198339,  Lng: -118.201028),  Route carried "on" structure: City street L482,  Year Built: 1937,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,080 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,488 (year 2040),  Features Intersected: HAY CYN CHAN,  Facility Carried by Structure: CHEVY CHASE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 53C1871,  Location: 0.1MI S/O ALLEN AVE (Lat: 34.113744,  Lng: -117.790928),  Route carried "on" structure: City street L529,  Year Built: 1985,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 3,174 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,491 (year 2041),  Features Intersected: PUDDINGSTONE CHAN,  Facility Carried by Structure: GLADSTONE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 53 0025,  Location: 07-LA-005-12.92-CMRC (Lat: 34.010206,  Lng: -118.160164),  Route carried "under" structure: Interstate 5,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 227,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: TRIGGS AVENUE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 12.920,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 53 0037,  Location: 07-LA-005-12.90-CMRC (Lat: 34.009947,  Lng: -118.159986),  Route carried "under" structure: Interstate 5,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 227,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: UP RR & METROLINK
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 12.900,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 53 0041,  Location: 07-LA-005-12.80-CMRC (Lat: 34.008542,  Lng: -118.158667),  Route carried "under" structure: Interstate 5,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 227,000 (year 2011),  Truck Traffic: 9%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: ATLANTIC BLVD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 12.800,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 53 0607,  Location: 07-LA-005-13.89-CMRC (Lat: 34.016606,  Lng: -118.174747),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: ROUTE 5 & CONN,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 13.890,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 53 0607,  Location: 07-LA-005-13.89-CMRC (Lat: 34.016606,  Lng: -118.174747),  Route carried "under" structure: Interstate 5,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 251,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: ROUTE 5 & CONN,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 13.890,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 53 0635,  Location: 07-LA-005-11.55-CMRC (Lat: 33.994972,  Lng: -118.144403),  Route carried "under" structure: City street L106,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2011),  Truck Traffic: 3%,  Features Intersected: WASHINGTON BLVD,  Facility Carried by Structure: I 5
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 53 0636,  Location: 07-LA-005-11.04-CMRC (Lat: 33.989344,  Lng: -118.139614),  Route carried "under" structure: Interstate 5,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 218,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: BNSF,AMTRAK,METRO
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 11.040,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 53 0637,  Location: 07-LA-005-10.88-CMRC (Lat: 33.987564,  Lng: -118.137219),  Route carried "under" structure: City street L064,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 25,800 (year 2011),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 53 0638,  Location: 07-LA-005-9.70-CMRC (Lat: 33.974358,  Lng: -118.124003),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2011),  Truck Traffic: 4%,  Features Intersected: SLAUSON AVE & UP RR,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 53 0785R,  Location: 07-LA-710-23.19-CMRC (Lat: 34.015417,  Lng: -118.172197),  Route carried "under" structure: Interstate 5,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 228,000 (year 2015),  Truck Traffic: 9%,  Features Intersected: ROUTE 5, CONN, TELEGRAPH,  Facility Carried by Structure: ROUTE 710 NB
Minimum Vertical Clearance: 8.76m (28.74ft),  Kilometerpoint: 13.730,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 53 0785R,  Location: 07-LA-710-23.19-CMRC (Lat: 34.015417,  Lng: -118.172197),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: ROUTE 5, CONN, TELEGRAPH
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 23.190,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 53 0785R,  Location: 07-LA-710-23.19-CMRC (Lat: 34.015417,  Lng: -118.172197),  Route carried "under" structure: City street L165,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: ROUTE 5, CONN, TELEGRAPH,  Facility Carried by Structure: ROUTE 710 NB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 53 0788L,  Location: 07-LA-710-23.21-CMRC (Lat: 34.015631,  Lng: -118.172867),  Route carried "under" structure: Interstate 5,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 228,000 (year 2017),  Truck Traffic: 9%,  Features Intersected: ROUTE 5, CONN, TELEGRAPH,  Facility Carried by Structure: ROUTE 710 SB
Minimum Vertical Clearance: 9.88m (32.41ft),  Kilometerpoint: 13.780,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 0788L,  Location: 07-LA-710-23.21-CMRC (Lat: 34.015631,  Lng: -118.172867),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: ROUTE 5, CONN, TELEGRAPH
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 23.210,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 0788L,  Location: 07-LA-710-23.21-CMRC (Lat: 34.015631,  Lng: -118.172867),  Route carried "under" structure: City street L165,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: ROUTE 5, CONN, TELEGRAPH,  Facility Carried by Structure: ROUTE 710 SB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 0789E,  Location: 07-LA-710-23.26-CMRC (Lat: 34.016242,  Lng: -118.172686),  Route carried "under" structure: County highway L165,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 1%,  Features Intersected: I 5 NB & TELEGRAPH,  Facility Carried by Structure: S710-S5 & N5-N710
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53 0789E,  Location: 07-LA-710-23.26-CMRC (Lat: 34.016242,  Lng: -118.172686),  Route carried "under" structure: Interstate 5,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 228,000 (year 2017),  Truck Traffic: 9%,  Features Intersected: I 5 NB & TELEGRAPH
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 13.780,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53 0790G,  Location: 07-LA-710-23.20-CMRC (Lat: 34.015478,  Lng: -118.172486),  Route carried "under" structure: Interstate 5,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2017),  Truck Traffic: 9%,  Features Intersected: ROUTE 5 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.780,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 53 0803,  Location: 07-LA-005-10.06-CMRC (Lat: 33.978806,  Lng: -118.128122),  Route carried "under" structure: Interstate 5,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 218,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 10.060,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 53 0841,  Location: 07-LA-710-22.45-CMRC (Lat: 34.004547,  Lng: -118.172789),  Route carried "under" structure: City street L106,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: WASHINGTON BLVD,  Facility Carried by Structure: I 710
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 53 0869,  Location: 07-LA-710-23.14-CMRC (Lat: 34.014542,  Lng: -118.172100),  Route carried "under" structure: City street Q623,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: TRIGGS STREET,  Facility Carried by Structure: ROUTE 710
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 1542,  Location: 07-LA-005-13.57-CMRC (Lat: 34.014736,  Lng: -118.169683),  Route carried "under" structure: Interstate 5,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 227,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.570,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 53C0154,  Location: 0.1MI W/O GARFIELD AVE (Lat: 33.988822,  Lng: -118.138081),  Route carried "under" structure: City street ,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 31,376 (year 2012),  Truck Traffic: 20%,  Features Intersected: TELEGRAPH RD,  Facility Carried by Structure: BNSF
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 53C0253,  Location: 0.3MI S/O WASHINGTON BL (Lat: 34.000350,  Lng: -118.172119),  Route carried "under" structure: City street L062,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2012),  Truck Traffic: 15%,  Features Intersected: ATLANTIC BOULEVARD,  Facility Carried by Structure: BNSF
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 53C0774,  Location: 250FT N/O TELEGRAPH RD (Lat: 33.988428,  Lng: -118.136847),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 42,824 (year 2012),  Truck Traffic: 20%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: BNSF
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 53C079,  Location: 0.3MI S/O OLYMPIC BLVD (Lat: 34.007564,  Lng: -118.131594),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 29,150 (year 2012),  Truck Traffic: 10%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 53C1053,  Location: 0.3MI S/O OLYMPIC BLVD (Lat: 34.007472,  Lng: -118.131661),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 29,150 (year 2012),  Truck Traffic: 10%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: PIPELINE CHEVRON
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 53C1872,  Location: 0.3MI S/O WASHINGTON BLV (Lat: 33.996317,  Lng: -118.160181),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,292 (year 2012),  Truck Traffic: 10%,  Features Intersected: EASTERN AVE,  Facility Carried by Structure: BNSF
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 53C207,  Location: 0.1MI N/O I-5 FWY (Lat: 34.009839,  Lng: -118.158781),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 19,791 (year 2012),  Truck Traffic: 10%,  Features Intersected: ATLANTIC BOULEVARD,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.2m (105.6ft)