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

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Structure Number: 53 082,  Location: 07-LA-710-12.89-LBCH (Lat: 33.874233,  Lng: -118.193875),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 18,900 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 25,758 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: ARTESIA BLVD
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: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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 0827,  Location: 07-LA-710-16.99-LYN (Lat: 33.930789,  Lng: -118.179181),  Route carried "on" structure: City street L100,  Year Built: 1956,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 64,000 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 98,500 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.8 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: 33.0 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: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2413K,  Location: 07-LA-710-R15.20-LYN (Lat: 33.907033,  Lng: -118.183164),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1990,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 37,000 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 51,337 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E105-S710 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.200,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 7,  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: 3,  Length of Maximum Span: 67.4m (221.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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 2414F,  Location: 07-LA-105-R13.65-LYN (Lat: 33.910400,  Lng: -118.181311),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 52.58m (172.51ft),  Average Daily Traffic: 15,197 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,631 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105 & LRT, 710
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.650,  Lanes on structure: 2,  Lanes under structure: 21,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 70.6m (231.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 53 2415G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909083,  Lng: -118.180339),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1990,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 81.46m (267.26ft),  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,172 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RTES 105 & 710,LRT,CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.440,  Lanes on structure: 2,  Lanes under structure: 26,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 72.8m (238.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2416F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.914508,  Lng: -118.184164),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1992,  Status: Open,  Structure Length: 60.11m (197.21ft),  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,172 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MLK JR-S710, WRIGHT RD
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 16.010,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2418G,  Location: 07-LA-105-R13.14-LYN (Lat: 33.914222,  Lng: -118.185594),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1990,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 77.51m (254.30ft),  Average Daily Traffic: 15,084 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,563 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 105, 710 & LRT
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.140,  Lanes on structure: 2,  Lanes under structure: 23,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 72.0m (236.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 53 2453,  Location: 07-LA-105-R13.21-LYN (Lat: 33.914181,  Lng: -118.184772),  Route carried "on" structure: Interstate 105,  Year Built: 1993,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 234,466 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 225,926 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.210,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.4m (142.4ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 2455G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909033,  Lng: -118.180181),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1992,  Status: Open,  Structure Length: 81.50m (267.39ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,712 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 15.440,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 53 2493,  Location: 07-LA-105-R11.56-LYN (Lat: 33.924956,  Lng: -118.210761),  Route carried "on" structure: Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 17.76m (58.27ft),  Average Daily Traffic: 226,887 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 236,080 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LONG BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.560,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.4m (142.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 59.1m (193.9ft)

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: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 2493K,  Location: 07-LA-105-R11.56-LYN (Lat: 33.925614,  Lng: -118.210867),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 16.36m (53.67ft),  Average Daily Traffic: 3,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,983 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LONG BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.560,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 26.4m (86.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2493S,  Location: 07-LA-105-R11.56-LYN (Lat: 33.924594,  Lng: -118.210728),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 16.92m (55.51ft),  Average Daily Traffic: 12,800 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,877 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LONG BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.560,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2494,  Location: 07-LA-105-R11.91-LYN (Lat: 33.922456,  Lng: -118.205036),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 234,466 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 225,926 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: FIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 56.9m (186.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 2494S,  Location: 07-LA-105-R11.91-LYN (Lat: 33.922342,  Lng: -118.205203),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 8,254 (year 2010),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,932 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: FIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.910,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 2495,  Location: 07-LA-105-R12.07-LYN (Lat: 33.921319,  Lng: -118.202522),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.79m (12.43ft),  Average Daily Traffic: 236,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 226,360 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BULLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.070,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 56.9m (186.7ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 2496,  Location: 07-LA-105-R12.30-LYN (Lat: 33.919697,  Lng: -118.198742),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 235,400 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 226,360 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GERTRUDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.300,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.7m (153.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 46.7m (153.2ft),  Out-to-Out Width: 57.3m (188.0ft)

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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: 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 2497,  Location: 07-LA-105-R12.58-LYN (Lat: 33.917944,  Lng: -118.194844),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 235,600 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 226,260 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: HARRIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.580,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.3m (165.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 50.3m (165.0ft),  Out-to-Out Width: 61.0m (200.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 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 2662,  Location: 07-LA-105-R11.10-LYN (Lat: 33.927953,  Lng: -118.217481),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 235,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 236,080 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.100,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.1m (141.4ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 43.1m (141.4ft),  Out-to-Out Width: 57.3m (188.0ft)

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: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53C2135,  Location: 30FT E/O ALAMEDA ST (Lat: 33.938103,  Lng: -118.226839),  Route carried "on" structure: City street L143,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 7,437 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,552 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: MRTN LUTHER KNG BL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 6.5m (21.3ft),  Right: 10.9m (35.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2136,  Location: 30FT E/O ALAMEDA ST (Lat: 33.932442,  Lng: -118.225950),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 6,108 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 7,024 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: SANTA ANA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 7.6m (24.9ft),  Right: 5.1m (16.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.0 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal 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: 53C2137,  Location: 30FT E/O ALAMEDA ST (Lat: 33.929789,  Lng: -118.225536),  Route carried "on" structure: City street L100,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 18,020 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 21,624 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: IMPERIAL HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 30.7m (100.7ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.3 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal 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: 53C2138,  Location: 30FT E/O ALAMEDA ST (Lat: 33.925781,  Lng: -118.224900),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 2,061 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,267 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: LYNWOOD RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 5.3m (17.4ft),  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum 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 0827,  Location: 07-LA-710-16.99-LYN (Lat: 33.930789,  Lng: -118.179181),  Route carried "under" structure: Interstate 710,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 241,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 16.990,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0827,  Location: 07-LA-710-16.99-LYN (Lat: 33.930789,  Lng: -118.179181),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 16.990,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0827,  Location: 07-LA-710-16.99-LYN (Lat: 33.930789,  Lng: -118.179181),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 16.990,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 2413K,  Location: 07-LA-710-R15.20-LYN (Lat: 33.907033,  Lng: -118.183164),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 9,300 (year 2015),  Truck Traffic: 1%,  Features Intersected: E105-S710 CONNECTOR RAMP,  Facility Carried by Structure: S710-ROSECRANS BL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 14.500,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 67.4m (221.1ft)

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Structure Number: 53 2414F,  Location: 07-LA-105-R13.65-LYN (Lat: 33.910400,  Lng: -118.181311),  Route carried "under" structure: Interstate 710,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 221,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: ROUTE 105 & LRT, 710
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.600,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 53 2414F,  Location: 07-LA-105-R13.65-LYN (Lat: 33.910400,  Lng: -118.181311),  Route carried "under" structure: Interstate 105,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 202,000 (year 2010),  Truck Traffic: 9%,  Features Intersected: ROUTE 105 & LRT, 710
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 13.650,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 53 2414F,  Location: 07-LA-105-R13.65-LYN (Lat: 33.910400,  Lng: -118.181311),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 9,850 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTE 105 & LRT, 710
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 15.600,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 53 2414F,  Location: 07-LA-105-R13.65-LYN (Lat: 33.910400,  Lng: -118.181311),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTE 105 & LRT, 710
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.600,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 53 2414F,  Location: 07-LA-105-R13.65-LYN (Lat: 33.910400,  Lng: -118.181311),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2010),  Truck Traffic: 1%,  Features Intersected: ROUTE 105 & LRT, 710
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 13.830,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 53 2415G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909083,  Lng: -118.180339),  Route carried "under" structure: Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2017),  Truck Traffic: 13%,  Features Intersected: RTES 105 & 710,LRT,CONN
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 15.440,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.8m (238.8ft)

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Structure Number: 53 2415G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909083,  Lng: -118.180339),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710,LRT,CONN
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 13.470,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.8m (238.8ft)

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Structure Number: 53 2415G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909083,  Lng: -118.180339),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710,LRT,CONN
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 15.440,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.8m (238.8ft)

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Structure Number: 53 2415G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909083,  Lng: -118.180339),  Route carried "under" structure: Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 248,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710,LRT,CONN
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 13.470,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.8m (238.8ft)

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Structure Number: 53 2415G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909083,  Lng: -118.180339),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710,LRT,CONN
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.650,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.8m (238.8ft)

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Structure Number: 53 2418G,  Location: 07-LA-105-R13.14-LYN (Lat: 33.914222,  Lng: -118.185594),  Route carried "under" structure: Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2010),  Truck Traffic: 12%,  Features Intersected: ROUTE 105, 710 & LRT
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.800,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.0m (236.2ft)

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Structure Number: 53 2418G,  Location: 07-LA-105-R13.14-LYN (Lat: 33.914222,  Lng: -118.185594),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 9,950 (year 2010),  Truck Traffic: 2%,  Features Intersected: ROUTE 105, 710 & LRT
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.800,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.0m (236.2ft)

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Structure Number: 53 2418G,  Location: 07-LA-105-R13.14-LYN (Lat: 33.914222,  Lng: -118.185594),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 9,250 (year 2010),  Truck Traffic: 2%,  Features Intersected: ROUTE 105, 710 & LRT
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 15.800,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.0m (236.2ft)

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Structure Number: 53 2418G,  Location: 07-LA-105-R13.14-LYN (Lat: 33.914222,  Lng: -118.185594),  Route carried "under" structure: Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 236,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: ROUTE 105, 710 & LRT
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.410,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 72.0m (236.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Bypass Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 13.480,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 13.480,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.480,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Bypass Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Bypass Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 248,000 (year 2017),  Truck Traffic: 14%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 16.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2420F,  Location: 07-LA-710-R16.01-LYN (Lat: 33.910844,  Lng: -118.174603),  Route carried "under" structure: Interstate 105,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 210,000 (year 2017),  Truck Traffic: 9%,  Features Intersected: RTES 105 & 710, LTR&CONN
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 13.480,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 53 2452,  Location: 07-LA-105-R12.88-LYN (Lat: 33.915886,  Lng: -118.189897),  Route carried "under" structure: City street L062,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: ATLANTIC AVE,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.2m (151.6ft)

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Structure Number: 53 2455G,  Location: 07-LA-710-R15.44-LYN (Lat: 33.909033,  Lng: -118.180181),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.900,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 53 249,  Location: 07-LA-105-R10.25-LYN (Lat: 33.927992,  Lng: -118.231164),  Route carried "under" structure: City street L047,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2006),  Truck Traffic: 2%,  Features Intersected: UP RR, ALAMEDA, MONA,,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 8.07m (26.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 53 249,  Location: 07-LA-105-R10.25-LYN (Lat: 33.927992,  Lng: -118.231164),  Route carried "under" structure: City street Q728,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: UP RR, ALAMEDA, MONA,,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 53 2493,  Location: 07-LA-105-R11.56-LYN (Lat: 33.924956,  Lng: -118.210761),  Route carried "under" structure: City street L061,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: LONG BEACH BLVD,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 53 2493K,  Location: 07-LA-105-R11.56-LYN (Lat: 33.925614,  Lng: -118.210867),  Route carried "under" structure: City street L061,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: LONG BEACH BLVD,  Facility Carried by Structure: LONG BEACH-W105 ON
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 53 2493S,  Location: 07-LA-105-R11.56-LYN (Lat: 33.924594,  Lng: -118.210728),  Route carried "under" structure: City street L061,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: LONG BEACH BLVD,  Facility Carried by Structure: LONG BEACH-E105 ON
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 53 2494,  Location: 07-LA-105-R11.91-LYN (Lat: 33.922456,  Lng: -118.205036),  Route carried "under" structure: Business City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2010),  Truck Traffic: 1%,  Features Intersected: FIR STREET,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 53 2494S,  Location: 07-LA-105-R11.91-LYN (Lat: 33.922342,  Lng: -118.205203),  Route carried "under" structure: Business City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 1%,  Features Intersected: FIR STREET,  Facility Carried by Structure: LONG BEACH-E105 ON
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.0m (121.4ft)

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Structure Number: 53 2495,  Location: 07-LA-105-R12.07-LYN (Lat: 33.921319,  Lng: -118.202522),  Route carried "under" structure: City street Q817,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,450 (year 2010),  Truck Traffic: 1%,  Features Intersected: BULLIS ROAD,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 53 2496,  Location: 07-LA-105-R12.30-LYN (Lat: 33.919697,  Lng: -118.198742),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2010),  Truck Traffic: 1%,  Features Intersected: GERTRUDE DRIVE,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 53 2497,  Location: 07-LA-105-R12.58-LYN (Lat: 33.917944,  Lng: -118.194844),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,220 (year 2010),  Truck Traffic: 1%,  Features Intersected: HARRIS AVE,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 53 2662,  Location: 07-LA-105-R11.10-LYN (Lat: 33.927953,  Lng: -118.217481),  Route carried "under" structure: City street L703,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: STATE STREET,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)