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

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Structure Number: 53 0996L,  Location: 07-LA-005S-C45.86 (Lat: 34.336356,  Lng: -118.510039),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 100,687 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 126,374 (year 2041),  Design Load: HS 20,  Features Intersected: THE OLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.860,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0996R,  Location: 07-LA-005S-C45.86 (Lat: 34.336528,  Lng: -118.509869),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 101,280 (year 2011),  Truck Traffic: 50%,  Average Future Daily Traffic: 126,483 (year 2041),  Design Load: HS 20,  Features Intersected: THE OLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.860,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 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: 42.4 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: 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

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Structure Number: 53 101,  Location: 07-LA-110-20.76-LA (Lat: 34.027747,  Lng: -118.274681),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 10,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,608 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: FLOWER ST & LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.6m (77.4ft)

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

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Structure Number: 53 1011,  Location: 07-LA-005-R44.40-LA (Lat: 34.321683,  Lng: -118.495961),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 281,078 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 346,331 (year 2043),  Design Load: HS 20,  Features Intersected: LOS ANGELES AQUEDUCT CHL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 44.400,  Lanes on structure: 18,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 87.0m (285.4ft),  Out-to-Out Width: 88.0m (288.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 53 1012,  Location: 07-LA-005-R44.41-LA (Lat: 34.321489,  Lng: -118.496211),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 281,078 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 346,331 (year 2043),  Design Load: HS 20,  Features Intersected: LOS ANGELES AQUEDUCT PSK
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 44.410,  Lanes on structure: 19,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 87.5m (287.1ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 87.5m (287.1ft),  Out-to-Out Width: 97.5m (319.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1013,  Location: 07-LA-014U-24.30 (Lat: 34.333614,  Lng: -118.505011),  Route carried "on" structure: State highway 14,  Year Built: 1955,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 7,630 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,423 (year 2041),  Design Load: HS 20,  Features Intersected: ABANDONED SR 14 RAMP,  Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 24.300,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1023L,  Location: 07-LA-134-R9.72-LA (Lat: 34.138933,  Lng: -118.190006),  Route carried "on" structure: State highway 134,  Year Built: 1955,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 102,606 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 152,963 (year 2044),  Design Load: HS 20,  Features Intersected: MONTE BONITO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.720,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1023R,  Location: 07-LA-134-R11.33-LA (Lat: 34.138747,  Lng: -118.189994),  Route carried "on" structure: State highway 134,  Year Built: 1955,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 102,607 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 152,963 (year 2044),  Design Load: HS 20,  Features Intersected: MONTE BONITO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.330,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1024L,  Location: 07-LA-134-R9.91-LA (Lat: 34.140433,  Lng: -118.187153),  Route carried "on" structure: State highway 134,  Year Built: 1955,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 114,717 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 147,299 (year 2042),  Design Load: HS 20,  Features Intersected: FIGUEROA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 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: 46.0 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1024R,  Location: 07-LA-134-R11.45-LA (Lat: 34.140142,  Lng: -118.187306),  Route carried "on" structure: State highway 134,  Year Built: 1955,  Status: Open,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 115,664 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 150,771 (year 2042),  Design Load: HS 20,  Features Intersected: FIGUEROA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 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: 46.0 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1033,  Location: 07-LA-110-2.58-LA (Lat: 33.769025,  Lng: -118.280900),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 93,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,243 (year 2044),  Design Load: HS 20,  Features Intersected: PRIVATE ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.580,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1034,  Location: 07-LA-091-6.03-LA (Lat: 33.872583,  Lng: -118.290511),  Route carried "on" structure: State highway 91,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 71,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 129,295 (year 2036),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.030,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 50.5 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: 38.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1039,  Location: 07-LA-002-15.81-LA (Lat: 34.111339,  Lng: -118.246892),  Route carried "on" structure: State highway 2,  Year Built: 1958,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 153,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 198,149 (year 2038),  Design Load: HS 20,  Features Intersected: METROLINK,UP RR,AMTRAK,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.810,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Other Special Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1041S,  Location: 07-LA-405-32.75-LA (Lat: 34.072325,  Lng: -118.465258),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1956,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 8,900 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,285 (year 2038),  Design Load: HS 20,  Features Intersected: SEPULVEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.750,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1042S,  Location: 07-LA-405-32.78-LA (Lat: 34.072536,  Lng: -118.465414),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1956,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 8,900 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,285 (year 2038),  Design Load: HS 20,  Features Intersected: SEPULVEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.780,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1044,  Location: 07-LA-710-23.44-LA (Lat: 34.018783,  Lng: -118.173217),  Route carried "on" structure: Interstate 710,  Year Built: 1955,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 189,000 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 198,000 (year 2037),  Design Load: HS 20,  Features Intersected: OLYMPIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.440,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 49.6m (162.7ft)

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

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Structure Number: 53 1045F,  Location: 07-LA-405-12.94-LA (Lat: 33.856025,  Lng: -118.284419),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1961,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 24,902 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,755 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.940,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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

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Structure Number: 53 105,  Location: 07-LA-005-4.66-NRW (Lat: 33.914231,  Lng: -118.076847),  Route carried "on" structure: Interstate 5,  Year Built: 1954,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 168,000 (year 2009),  Average Future Daily Traffic: 263,676 (year 2040),  Features Intersected: PADDISON AVE STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.660,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 53 1052,  Location: 07-LA-101-19.22-LA (Lat: 34.170578,  Lng: -118.500906),  Route carried "on" structure: US 101,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 296,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 334,109 (year 2040),  Design Load: HS 20,  Features Intersected: BALBOA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.220,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1053,  Location: 07-LA-101-19.74-LA (Lat: 34.170997,  Lng: -118.509717),  Route carried "on" structure: City street L564,  Year Built: 1958,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 7,360 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,087 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: LOUISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 74.8 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1054,  Location: 07-LA-101-20.23-LA (Lat: 34.171375,  Lng: -118.518381),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 296,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 334,109 (year 2040),  Design Load: HS 20,  Features Intersected: WHITE OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.230,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1055,  Location: 07-LA-101-20.73-LA (Lat: 34.171378,  Lng: -118.527144),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 296,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 333,966 (year 2038),  Design Load: HS 20,  Features Intersected: LINDLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.730,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1056,  Location: 07-LA-101-21.02-LA (Lat: 34.172092,  Lng: -118.531908),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 296,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 333,109 (year 2040),  Design Load: HS 20,  Features Intersected: BURBANK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.020,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1057,  Location: 07-LA-101-21.25-LA (Lat: 34.173428,  Lng: -118.535858),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 296,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 334,109 (year 2040),  Design Load: HS 20,  Features Intersected: RESEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.250,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1058,  Location: 07-LA-101-21.76-LA (Lat: 34.173608,  Lng: -118.544611),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 229,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 334,109 (year 2038),  Design Load: HS 20,  Features Intersected: WILBUR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.760,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1059,  Location: 07-LA-101-22.25-LA (Lat: 34.173731,  Lng: -118.553281),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 285,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 323,273 (year 2040),  Design Load: HS 20,  Features Intersected: TAMPA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.250,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 106,  Location: 07-LA-101-22.75-LA (Lat: 34.173625,  Lng: -118.562061),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 285,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 300,109 (year 2040),  Design Load: HS 20,  Features Intersected: CORBIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.750,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1061,  Location: 07-LA-101-23.26-LA (Lat: 34.172464,  Lng: -118.570764),  Route carried "on" structure: US 101,  Year Built: 1959,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 285,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 282,273 (year 2040),  Design Load: HS 20,  Features Intersected: WINNETKA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.260,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1062,  Location: 07-LA-101-24.31-LA (Lat: 34.168217,  Lng: -118.588042),  Route carried "on" structure: US 101,  Year Built: 1957,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 285,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 282,273 (year 2039),  Design Load: HS 20,  Features Intersected: DE SOTO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.310,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1063,  Location: 07-LA-101-24.85-LA (Lat: 34.169619,  Lng: -118.597333),  Route carried "on" structure: US 101,  Year Built: 1957,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 285,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 282,273 (year 2040),  Design Load: HS 20,  Features Intersected: CANOGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.850,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1064,  Location: 07-LA-101-25.34-LA (Lat: 34.170928,  Lng: -118.605589),  Route carried "on" structure: US 101,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 203,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 235,051 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.340,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 44.6m (146.3ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1065,  Location: 07-LA-101-25.76-LA (Lat: 34.169156,  Lng: -118.612775),  Route carried "on" structure: US 101,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 202,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 220,727 (year 2040),  Design Load: HS 20,  Features Intersected: VENTURA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.760,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Other Special Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1066,  Location: 07-LA-101-26.45-LA (Lat: 34.164750,  Lng: -118.623167),  Route carried "on" structure: US 101,  Year Built: 1957,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 202,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 220,727 (year 2040),  Design Load: HS 20,  Features Intersected: FALLBROOK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.450,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1068,  Location: 07-LA-005-23.66-LA (Lat: 34.111439,  Lng: -118.265061),  Route carried "on" structure: City street L311,  Year Built: 1961,  Status: Open,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 12,973 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,963 (year 2037),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: GLENDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 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: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1069,  Location: 07-LA-005-23.72-LA (Lat: 34.112542,  Lng: -118.266447),  Route carried "on" structure: City street L448,  Year Built: 1928,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,837 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,324 (year 2037),  Design Load: H 20,  Features Intersected: I-5,  Facility Carried by Structure: HYPERION AVE
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: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1072,  Location: 07-LA-005S-25.70-LA (Lat: 34.140864,  Lng: -118.276811),  Route carried "on" structure: Spur Interstate 5,  Year Built: 1957,  Status: Open,  Structure Length: 10.46m (34.32ft),  Average Daily Traffic: 20,787 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,553 (year 2042),  Design Load: H 20,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.700,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 23.3 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: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1073E,  Location: 07-LA-005S-25.78-LA (Lat: 34.140744,  Lng: -118.277906),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1957,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 25,502 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,372 (year 2044),  Design Load: HS 20,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.780,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 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: 37.9 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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1074R,  Location: 07-LA-134-R5.47R-LA (Lat: 34.152072,  Lng: -118.282964),  Route carried "on" structure: State highway 134,  Year Built: 1967,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 109,500 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 283,846 (year 2039),  Design Load: HS 20,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.470,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Other Special Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1084,  Location: 07-LA-005-22.97-LA (Lat: 34.106747,  Lng: -118.255450),  Route carried "on" structure: Interstate 5,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 264,292 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 299,186 (year 2037),  Design Load: HS 20,  Features Intersected: FLETCHER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.970,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.1m (164.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1094,  Location: 07-LA-110-18.39-LA (Lat: 33.994986,  Lng: -118.280886),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,204 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 110,  Facility Carried by Structure: 52ND PLACE
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place