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

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Structure Number: 53 2793R,  Location: 07-LA-118-R8.63-LA (Lat: 34.272297,  Lng: -118.490869),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 24.90m (81.69ft),  Average Daily Traffic: 254,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 292,100 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SAN FERNANDO MISSION BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.630,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2794L,  Location: 07-LA-118-R8.84-LA (Lat: 34.269992,  Lng: -118.487511),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 254,000 (year 2020),  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BULL CREEK CANYON CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.840,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2794R,  Location: 07-LA-118-R8.84-LA (Lat: 34.269650,  Lng: -118.487578),  Route carried "on" structure: State highway 118,  Year Built: 1994,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 254,000 (year 2020),  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BULL CREEK CANYON CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.840,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2795F,  Location: 07-LA-014-R24.79-LA (Lat: 34.332764,  Lng: -118.507919),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1994,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 48.28m (158.40ft),  Average Daily Traffic: 49,903 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,657 (year 2041),  Design Load: HS 20,  Features Intersected: I 5, S14-S5T, I 5 TRUCK
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 24.790,  Lanes on structure: 3,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2795G,  Location: 07-LA-005-R45.58-LA (Lat: 34.333650,  Lng: -118.507269),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1994,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 31.70m (104.00ft),  Average Daily Traffic: 42,652 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 53,319 (year 2041),  Design Load: HS 20,  Features Intersected: I 5 TRUCK BYPASS,S14-S5T
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 45.580,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 53 2796F,  Location: 07-LA-014-R24.92-LA (Lat: 34.336756,  Lng: -118.511997),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1994,  Status: Open,  Structure Length: 43.85m (143.86ft),  Average Daily Traffic: 1,600 (year 2021),  Truck Traffic: 40%,  Average Future Daily Traffic: 2,402 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 5 TRUCK BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.920,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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 2797F,  Location: 07-LA-005-R45.69-LA (Lat: 34.335053,  Lng: -118.510789),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1994,  Status: Open,  Structure Length: 39.56m (129.79ft),  Average Daily Traffic: 1,160 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,527 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 5,SR 14,CONNS,THE OLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.690,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 66.4m (217.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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

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Structure Number: 53 2800F,  Location: 07-LA-105-R0.44-LA (Lat: 33.931831,  Lng: -118.397172),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1990,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 8,748 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,471 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR1 SEPULVEDA BLVD,  Facility Carried by Structure: SEPULVEDA SB OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.440,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2801F,  Location: 07-LA-001-25.95-LA (Lat: 33.931681,  Lng: -118.395433),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1990,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 16,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,870 (year 2040),  Design Load: HS 20,  Features Intersected: SR 1 (SEPULVEDA BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.950,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 53 2802F,  Location: 07-LA-105-R0.53-LA (Lat: 33.932303,  Lng: -118.395781),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1990,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 32.94m (108.07ft),  Average Daily Traffic: 27,567 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,798 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT ACCESS ROAD,  Facility Carried by Structure: SEPULVEDA NB OFF
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.530,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 46.1m (151.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 15.4m (50.5ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2803K,  Location: 07-LA-105-R0.98-LA (Lat: 33.932544,  Lng: -118.387744),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 27.65m (90.72ft),  Average Daily Traffic: 16,283 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,257 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2805G,  Location: 07-LA-105-R1.63-LA (Lat: 33.929858,  Lng: -118.376875),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1990,  Status: Open,  Structure Length: 36.86m (120.93ft),  Average Daily Traffic: 24,300 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,042 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LRT
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.630,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 51.0m (167.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 2806S,  Location: 07-LA-105-R1.79-LA (Lat: 33.929600,  Lng: -118.373856),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 6,805 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,997 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.790,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2807K,  Location: 07-LA-105-R1.79-LA (Lat: 33.930308,  Lng: -118.373964),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1990,  Status: Open,  Structure Length: 26.37m (86.52ft),  Average Daily Traffic: 16,617 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,039 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.790,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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 2817,  Location: 07-LA-047-2.80-LA (Lat: 33.754958,  Lng: -118.248719),  Route carried "on" structure: State highway 47,  Year Built: 1995,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 75,604 (year 2044),  Design Load: HS 20,  Features Intersected: TRAIN TRACKS @ NAVY MOLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2826,  Location: 07-LA-039-24.10 (Lat: 34.221144,  Lng: -117.855036),  Route carried "on" structure: State highway 39,  Year Built: 1996,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 1,550 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,360 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: W FORK SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.100,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2829K,  Location: 07-LA-405-R21.22-LA (Lat: 33.930650,  Lng: -118.368761),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 3,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,574 (year 2037),  Features Intersected: IMPERIAL HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.220,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 54.8 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2856L,  Location: 07-LA-110-20.59-LA (Lat: 34.026028,  Lng: -118.275661),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 17.00m (55.77ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,637 (year 2037),  Features Intersected: INTERSTATE 110 SB LANE,  Facility Carried by Structure: LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.4m (7.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 3.5m (11.5ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2857L,  Location: 07-LA-110-25.27L-LA (Lat: 34.077597,  Lng: -118.229558),  Route carried "on" structure: State highway 110,  Year Built: 2001,  Status: Open,  Structure Length: 10.75m (35.27ft),  Average Daily Traffic: 183,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 163,408 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.270,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 5.4m (17.7ft)

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: High priority of replacement,  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 2858L,  Location: 07-LA-110-25.05L-LA (Lat: 34.074853,  Lng: -118.232544),  Route carried "on" structure: State highway 110,  Year Built: 2001,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 207 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.050,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 3.1m (10.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 3.1m (10.2ft),  Out-to-Out Width: 3.1m (10.2ft)

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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2859L,  Location: 07-LA-110-24.75L-LA (Lat: 34.071431,  Lng: -118.235181),  Route carried "on" structure: State highway 110,  Year Built: 2001,  Status: Open,  Structure Length: 21.62m (70.93ft),  Average Daily Traffic: 91,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,249 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.750,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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 2901,  Location: 07-LA-001-9.05-LA (Lat: 33.791578,  Lng: -118.237814),  Route carried "on" structure: State highway 1,  Year Built: 2004,  Status: Open,  Structure Length: 52.18m (171.19ft),  Average Daily Traffic: 33,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,071 (year 2038),  Design Load: HS 20,  Features Intersected: ALAMEDA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.050,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2906,  Location: 07-LA-090-R1.60 (Lat: 33.981836,  Lng: -118.429697),  Route carried "on" structure: State highway 90,  Year Built: 2007,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 78,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,949 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CULVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.600,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 74.0m (242.8ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.9m (58.7ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2908,  Location: 07-LA-101-10.56-LA (Lat: 34.139767,  Lng: -118.365903),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 22.64m (74.28ft),  Average Daily Traffic: 9,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,196 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: UNIVERSAL TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.560,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.7m (130.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2970H,  Location: 07-LA-001-9.15-LA (Lat: 33.792303,  Lng: -118.238244),  Route carried "on" structure: Ramp State highway 1,  Year Built: 2004,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,512 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: "O" STREET RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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

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Structure Number: 53 2973R,  Location: 07-LA-405-39.05-LA (Lat: 34.151914,  Lng: -118.467597),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2008,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 139,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 199,596 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GREENLEAF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.050,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

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

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Structure Number: 53 2974E,  Location: 07-LA-005-R45.26-LA (Lat: 34.329258,  Lng: -118.505706),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2014,  Status: Open,  Structure Length: 86.00m (282.15ft),  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,054 (year 2041),  Design Load: HL 93,  Features Intersected: NB 5, 5 TRUCK & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.260,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2976G,  Location: 07-LA-170-R20.34-LA (Lat: 34.230183,  Lng: -118.409431),  Route carried "on" structure: Ramp State highway 170,  Year Built: 2015,  Status: Open,  Structure Length: 71.78m (235.50ft),  Average Daily Traffic: 92,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 96,687 (year 2040),  Design Load: HS 20,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.340,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 68.4m (224.4ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 2977E,  Location: 07-LA-005-36.44-LA (Lat: 34.232064,  Lng: -118.409767),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2015,  Status: Open,  Structure Length: 25.10m (82.35ft),  Average Daily Traffic: 62,600 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,689 (year 2041),  Design Load: HS 20,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.440,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 53 298,  Location: 07-LA-138-61.70 (Lat: 34.506011,  Lng: -117.847431),  Route carried "on" structure: State highway 138,  Year Built: 2007,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 12,800 (year 2019),  Average Future Daily Traffic: 38,434 (year 2042),  Design Load: HS 20,  Features Intersected: BIG ROCK WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.700,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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

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Structure Number: 53 2981,  Location: 07-LA-405-28.51-LA (Lat: 34.018653,  Lng: -118.423925),  Route carried "on" structure: City street L178,  Year Built: 2009,  Status: Open,  Structure Length: 6.47m (21.23ft),  Average Daily Traffic: 25,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,766 (year 2043),  Design Load: HS 20,  Features Intersected: ROUTE 405,  Facility Carried by Structure: PALMS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 28.0m (91.9ft)

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

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Structure Number: 53 3021S,  Location: 07-LA-405-31.46-LA (Lat: 34.055639,  Lng: -118.450139),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2013,  Status: Open,  Structure Length: 36.50m (119.75ft),  Average Daily Traffic: 24,300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,000 (year 2038),  Design Load: HL 93,  Features Intersected: SEPULVEDA, WILSHIRE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.460,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3021T,  Location: 07-LA-405-31.38-LA (Lat: 34.054081,  Lng: -118.450000),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2013,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 24,300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,000 (year 2038),  Design Load: HL 93,  Features Intersected: SOUTH SEPULVEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.380,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.5m (188.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3036S,  Location: 07-LA-110-22.30-LA (Lat: 34.047775,  Lng: -118.265758),  Route carried "on" structure: Ramp State highway 110,  Year Built: 2012,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 16,300 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,517 (year 2037),  Design Load: HL 93,  Features Intersected: 9TH ST N/B ON-RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 22.300,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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: Superior to present desirable criteria,  Underclear: Equal 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

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Structure Number: 53 3048S,  Location: 07-LA-110-2.68-LA (Lat: 33.770306,  Lng: -118.279861),  Route carried "on" structure: Ramp State highway 110,  Year Built: 2016,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,493 (year 2044),  Design Load: HL 93,  Features Intersected: JOHN S GIBSON BLVD,  Facility Carried by Structure: HARRY BRIDGES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.680,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3050K,  Location: 07-LA-405-31.54-LA (Lat: 34.055433,  Lng: -118.452339),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2013,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 8,530 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2038),  Design Load: HL 93,  Features Intersected: WILSHIRE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.540,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 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: 59.6 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3051K,  Location: 07-LA-405-31.57-LA (Lat: 34.056389,  Lng: -118.453250),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2013,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 8,530 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2038),  Design Load: HL 93,  Features Intersected: WILSHIRE-S405 ON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.570,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.4m (165.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 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: 59.0 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3052,  Location: 07-LA-405-36.71-LA (Lat: 34.122369,  Lng: -118.478961),  Route carried "on" structure: Business City street ,  Year Built: 2013,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2038),  Design Load: HL 93,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SKIRBALL CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 27.3m (89.6ft)

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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3053,  Location: 07-LA-405-37.03-LA (Lat: 34.126150,  Lng: -118.476633),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 9,921 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,601 (year 2038),  Design Load: HL 93,  Features Intersected: ROUTE 405,  Facility Carried by Structure: MULHOLLAND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.030,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 91.4m (299.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 25.0m (82.0ft)

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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 3054,  Location: 07-LA-405-32.99-LA (Lat: 34.072361,  Lng: -118.466836),  Route carried "on" structure: Business City street ,  Year Built: 2013,  Status: Open,  Structure Length: 10.48m (34.38ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,000 (year 2038),  Design Load: HL 93,  Features Intersected: ROUTE 405, N SEPULVEDA,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.6m (123.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 38.6m (126.6ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place