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

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Structure Number: 53 1083F,  Location: 07-LA-605-R9.65-SFSP (Lat: 33.942189,  Lng: -118.097644),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 22,700 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,023 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.650,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1521K,  Location: 07-LA-405-22.55-ING (Lat: 33.949803,  Lng: -118.369250),  Route carried "on" structure: Bypass City street ,  Year Built: 1963,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 11,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,140 (year 2038),  Design Load: HS 20,  Features Intersected: S405-CENTURY BLVD OFF-RP,  Facility Carried by Structure: OLIVE ST-S405 ONRP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1529,  Location: 07-LA-605-R13.98-SFSP (Lat: 33.999303,  Lng: -118.067422),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 900 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,283 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: OBREGON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1657G,  Location: 07-LA-605-R9.52-SFSP (Lat: 33.939433,  Lng: -118.095747),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 35,880 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,377 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.520,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.0m (108.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1658S,  Location: 07-LA-005-6.65-SFSP (Lat: 33.938569,  Lng: -118.094075),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 840 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,047 (year 2038),  Design Load: HS 20,  Features Intersected: N5-N&S605 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.650,  Lanes on structure: 1,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Fair,  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: 27.5 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 166,  Location: 07-LA-605-R9.55-SFSP (Lat: 33.940311,  Lng: -118.096822),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 17.29m (56.73ft),  Average Daily Traffic: 298,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 276,624 (year 2039),  Design Load: HS 20,  Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.550,  Lanes on structure: 10,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 45.2m (148.3ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 45.2m (148.3ft),  Out-to-Out Width: 46.9m (153.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1661,  Location: 07-LA-605-R9.94-SFSP (Lat: 33.945628,  Lng: -118.094072),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: DAVENRICH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.940,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 57.5m (188.6ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 57.5m (188.6ft),  Out-to-Out Width: 58.9m (193.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1662,  Location: 07-LA-605-R10.25-SFSP (Lat: 33.949442,  Lng: -118.091767),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: TELEGRAPH RD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 10.250,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 55.2m (181.1ft),  Out-to-Out Width: 56.7m (186.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 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: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1663,  Location: 07-LA-605-R11.20-SFSP (Lat: 33.962214,  Lng: -118.085228),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.200,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1664,  Location: 07-LA-605-R11.39-SFSP (Lat: 33.964844,  Lng: -118.084136),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 9.65m (31.66ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF RY & RIVERA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.390,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1665,  Location: 07-LA-605-R11.54-SFSP (Lat: 33.966950,  Lng: -118.083211),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.540,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 48.6m (159.4ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 48.6m (159.4ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1666,  Location: 07-LA-605-R11.80-SFSP (Lat: 33.970317,  Lng: -118.081467),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: WADDELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.800,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 55.2m (181.1ft),  Out-to-Out Width: 56.6m (185.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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: 34.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1667,  Location: 07-LA-605-R12.05-SFSP (Lat: 33.973700,  Lng: -118.079750),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.050,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 67.0m (219.8ft),  Out-to-Out Width: 69.0m (226.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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

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Structure Number: 53 1668,  Location: 07-LA-605-R12.41-SFSP (Lat: 33.978531,  Lng: -118.077756),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 264,000 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2039),  Design Load: HS 20,  Features Intersected: SARAGOSA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.410,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 31.4 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1669,  Location: 07-LA-605-R12.85-SFSP (Lat: 33.983453,  Lng: -118.073044),  Route carried "on" structure: Interstate 605,  Year Built: 1965,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 264,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 268,410 (year 2040),  Design Load: HS 20,  Features Intersected: DUNLAP CROSSING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.850,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 41.0m (134.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3037,  Location: 07-LA-005-1.48-SFSP (Lat: 33.886769,  Lng: -118.032953),  Route carried "on" structure: Interstate 5,  Year Built: 2015,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 164,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 255,857 (year 2037),  Design Load: HL 93,  Features Intersected: N.FK COYOTE CREEK, BIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 63.4m (208.0ft),  Out-to-Out Width: 65.7m (215.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3038,  Location: 07-LA-005-1.67-SFSP (Lat: 33.887864,  Lng: -118.036272),  Route carried "on" structure: Business City street ,  Year Built: 2015,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2037),  Design Load: HL 93,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: ALONDRA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.8m (206.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 30.3m (99.4ft)

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

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Structure Number: 53C0463,  Location: 1.0MI N/O TELEGRAPH RD (Lat: 33.956042,  Lng: -118.053406),  Route carried "on" structure: City street L678,  Year Built: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,871 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,952 (year 2040),  Features Intersected: SORENSON DRN,  Facility Carried by Structure: SANTA FE SPRINGS R
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 32.0m (105.0ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0464,  Location: 0.8MI W/O VALLEY VIEW AVE (Lat: 33.902331,  Lng: -118.041678),  Route carried "on" structure: City street L079,  Year Built: 1960,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 29,859 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,831 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CR NF,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 53C047,  Location: 0.1MI N/O MULBERRY DRIVE (Lat: 33.937106,  Lng: -118.011742),  Route carried "on" structure: County highway Q765,  Year Built: 1963,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 16,218 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,462 (year 2042),  Design Load: HS 20,  Features Intersected: LEFFINGWELL CR,  Facility Carried by Structure: LA MIRADA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C062,  Location: 4.0MI S/O US-101 FWY (Lat: 34.081131,  Lng: -118.704097),  Route carried "on" structure: County highway W483,  Year Built: 1953,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 20,753 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,903 (year 2041),  Design Load: HS 20,  Features Intersected: MALIBU CRK,  Facility Carried by Structure: MALIBU CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,278,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,148,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C085,  Location: 0.5MI W/O PARAMONT BLVD (Lat: 33.927258,  Lng: -118.158953),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 35,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,000 (year 2041),  Features Intersected: IMPERIAL HIGHWAY,  Facility Carried by Structure: ERICKSON AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 43.4m (142.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C144,  Location: 0.2MI S/O ARTESIA BLVD (Lat: 33.871089,  Lng: -118.298925),  Route carried "on" structure: City street L018,  Year Built: 1958,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 21,420 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,704 (year 2041),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHAN,  Facility Carried by Structure: NORMANDIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1443,  Location: 0.4MI E/O CARMENITA AVE (Lat: 33.909667,  Lng: -118.040839),  Route carried "on" structure: City street Q841,  Year Built: 1959,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,672 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,039 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CRK NF,  Facility Carried by Structure: FOSTER RD
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 53C1447,  Location: 0.4MI W/O VALLEY VIEW AVE (Lat: 33.886169,  Lng: -118.033397),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 3,022 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,324 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CRK NF,  Facility Carried by Structure: FIRESTONE BLVD S
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 53C1451,  Location: 0.5MI N/O TELEGRAPH RD (Lat: 33.947928,  Lng: -118.048192),  Route carried "on" structure: County highway L159,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10,042 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,548 (year 2040),  Features Intersected: SORENSEN DRN,  Facility Carried by Structure: PAINTER AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C169,  Location: 1.5MI S/O VENICE BLVD (Lat: 33.983911,  Lng: -118.465972),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,582 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,865 (year 2038),  Design Load: H 10,  Features Intersected: HOWLAND CANAL,  Facility Carried by Structure: DELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1698,  Location: 0.1MI E/O BLOOMFIELD AVE (Lat: 33.900425,  Lng: -118.061383),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,555 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,911 (year 2038),  Features Intersected: DRAINAGE CHAN,  Facility Carried by Structure: FIRESTONE BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 53C186,  Location: 0.2MI N/O BOUQUET CYN RD (Lat: 34.444589,  Lng: -118.512933),  Route carried "on" structure: City street 7WQ4,  Year Built: 1985,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 14,097 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,000 (year 2042),  Design Load: HS 20,  Features Intersected: BOUQUET CYN CHAN,  Facility Carried by Structure: HASKELL CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1865,  Location: 0.3MI N/O ROSECRANS AVE (Lat: 33.906094,  Lng: -118.037786),  Route carried "on" structure: City street L096,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,072 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,983 (year 2040),  Features Intersected: MILAN CRK,  Facility Carried by Structure: MARQUARDT AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  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: 2.5m (8.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C2155,  Location: 150 FT S/O FIGUEROA ST (Lat: 34.090422,  Lng: -118.211381),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 780 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,220 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: METRO BLUE LINE,  Facility Carried by Structure: MARMION WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 53C2185,  Location: 0.2 W/O VALLEY VIEW AVE (Lat: 33.887847,  Lng: -118.033375),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 26,400 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,700 (year 2041),  Design Load: HL 93,  Features Intersected: North Fork Coyote Ck,  Facility Carried by Structure: Alondra Blvd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to 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: October 2021,  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 "under" structure: Interstate 5,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 164,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: VALLEY VIEW AVENUE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.210,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 0631R,  Location: 07-LA-005-1.21-SFSP (Lat: 33.883564,  Lng: -118.028772),  Route carried "under" structure: City street L0164,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: VALLEY VIEW AVENUE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 0631R,  Location: 07-LA-005-1.21-SFSP (Lat: 33.883564,  Lng: -118.028772),  Route carried "under" structure: City street L0164,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: VALLEY VIEW AVENUE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 1083F,  Location: 07-LA-605-R9.65-SFSP (Lat: 33.942189,  Lng: -118.097644),  Route carried "under" structure: Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 230,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: ROUTE 5
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 6.940,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 53 1529,  Location: 07-LA-605-R13.98-SFSP (Lat: 33.999303,  Lng: -118.067422),  Route carried "under" structure: Interstate 605,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 271,500 (year 2012),  Truck Traffic: 13%,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: OBREGON STREET
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 13.980,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.4m (73.5ft)

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Structure Number: 53 1657G,  Location: 07-LA-605-R9.52-SFSP (Lat: 33.939433,  Lng: -118.095747),  Route carried "under" structure: Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 186,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: ROUTE 5
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 6.720,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 53 1658S,  Location: 07-LA-005-6.65-SFSP (Lat: 33.938569,  Lng: -118.094075),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2010),  Truck Traffic: 2%,  Features Intersected: N5-N&S605 CONNECTOR RAMP
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 6.650,  Lanes on structure: 1,  Lanes under structure: 2,  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: 53 166,  Location: 07-LA-605-R9.55-SFSP (Lat: 33.940311,  Lng: -118.096822),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 22,700 (year 2012),  Truck Traffic: 9%,  Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 6.900,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 53 166,  Location: 07-LA-605-R9.55-SFSP (Lat: 33.940311,  Lng: -118.096822),  Route carried "under" structure: Interstate 605,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 298,000 (year 2012),  Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 9.550,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 53 166,  Location: 07-LA-605-R9.55-SFSP (Lat: 33.940311,  Lng: -118.096822),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 24,120 (year 2012),  Truck Traffic: 6%,  Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 9.550,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 53 166,  Location: 07-LA-605-R9.55-SFSP (Lat: 33.940311,  Lng: -118.096822),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 22,700 (year 2012),  Truck Traffic: 9%,  Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 6.900,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 53 166,  Location: 07-LA-605-R9.55-SFSP (Lat: 33.940311,  Lng: -118.096822),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 24,900 (year 2012),  Truck Traffic: 9%,  Features Intersected: I 5 & CONNECTOR RAMPS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 6.900,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 53 1662,  Location: 07-LA-605-R10.25-SFSP (Lat: 33.949442,  Lng: -118.091767),  Route carried "under" structure: City street L165,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2012),  Truck Traffic: 2%,  Features Intersected: TELEGRAPH RD,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 53 1665,  Location: 07-LA-605-R11.54-SFSP (Lat: 33.966950,  Lng: -118.083211),  Route carried "under" structure: City street L125,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: SLAUSON AVE,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 53 1667,  Location: 07-LA-605-R12.05-SFSP (Lat: 33.973700,  Lng: -118.079750),  Route carried "under" structure: City street L106,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: WASHINGTON BLVD,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 53 1668,  Location: 07-LA-605-R12.41-SFSP (Lat: 33.978531,  Lng: -118.077756),  Route carried "under" structure: City street Q749,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: SARAGOSA STREET,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 53 1669,  Location: 07-LA-605-R12.85-SFSP (Lat: 33.983453,  Lng: -118.073044),  Route carried "under" structure: Bypass City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2012),  Truck Traffic: 1%,  Features Intersected: DUNLAP CROSSING ROAD,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 12.850,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 53 167,  Location: 07-LA-605-R13.18-SFSP (Lat: 33.987750,  Lng: -118.070581),  Route carried "under" structure: Bypass City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2015),  Truck Traffic: 1%,  Features Intersected: BEXLEY DR,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 13.180,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53 3038,  Location: 07-LA-005-1.67-SFSP (Lat: 33.887864,  Lng: -118.036272),  Route carried "under" structure: Interstate 5,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 171,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: ALONDRA BLVD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.670,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.8m (206.0ft)