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

Find on map >>   Show street view

Structure Number: 1CA8923,  Location: NWS SEAL BEACH (Lat: 33.795806,  Lng: -118.035194),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 50 (year 2015),  Average Future Daily Traffic: 50 (year 2037),  Features Intersected: BOLSA CHICA CHANNEL,  Facility Carried by Structure: GOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.62m (2.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $31,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 55 0062,  Location: 12-ORA-074-10.44-SJCP (Lat: 33.573347,  Lng: -117.541342),  Route carried "on" structure: State highway 74,  Year Built: 1987,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 9,800 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,300 (year 2040),  Design Load: HS 20,  Features Intersected: SAN JUAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 0065,  Location: 12-ORA-001-32.36-SLB (Lat: 33.738631,  Lng: -118.089822),  Route carried "on" structure: State highway 1,  Year Built: 1944,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 41,000 (year 2012),  Average Future Daily Traffic: 53,686 (year 2040),  Features Intersected: KITT HWY, USN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.360,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 0334,  Location: 12-ORA-405-20.77-SLB (Lat: 33.774839,  Lng: -118.042908),  Route carried "on" structure: Interstate 405,  Year Built: 1959,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 374,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 455,000 (year 2038),  Features Intersected: BOLSA CHICA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.770,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 55 0412L,  Location: 12-ORA-605-3.48-SLB (Lat: 33.783717,  Lng: -118.091786),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 95,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 106,253 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.480,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

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

Find on map >>   Show street view

Structure Number: 55 0413F,  Location: 12-ORA-405-24.11-SLB (Lat: 33.786461,  Lng: -118.089778),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1966,  Status: Open,  Structure Length: 54.74m (179.59ft),  Average Daily Traffic: 22,800 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,022 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: RTE 405, 605, CONN, RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.110,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 0426G,  Location: 12-ORA-022-R0.38-SLB (Lat: 33.779153,  Lng: -118.090861),  Route carried "on" structure: Ramp State highway 22,  Year Built: 1966,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,862 (year 2038),  Design Load: HS 20,  Features Intersected: S605-S405 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.380,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 55 0428G,  Location: 12-ORA-022-R0.37-SLB (Lat: 33.774886,  Lng: -118.090758),  Route carried "on" structure: Ramp State highway 22,  Year Built: 1966,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,862 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.5 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: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 55 0441,  Location: 12-ORA-405-24.10-SLB (Lat: 33.785497,  Lng: -118.092422),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 255,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 319,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LOS ALAMITOS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.100,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.6m (169.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 55 109,  Location: 12-ORA-074-14.97 (Lat: 33.592517,  Lng: -117.476661),  Route carried "on" structure: State highway 74,  Year Built: 2010,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 9,800 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,400 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.970,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 55 1096G,  Location: 12-ORA-022-R0.39-SLB (Lat: 33.783519,  Lng: -118.091289),  Route carried "on" structure: Ramp State highway 22,  Year Built: 2014,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,000 (year 2038),  Design Load: HL 93,  Features Intersected: RTE405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.390,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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

Find on map >>   Show street view

Structure Number: 55 1097G,  Location: 12-ORA-022-R0.39-SLB (Lat: 33.783731,  Lng: -118.091386),  Route carried "on" structure: Ramp State highway 22,  Year Built: 2014,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,000 (year 2038),  Design Load: HL 93,  Features Intersected: RTE405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.390,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  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: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 1098E,  Location: 12-ORA-405-24.02-SLB (Lat: 33.776519,  Lng: -118.088650),  Route carried "on" structure: Alternate Interstate 405,  Year Built: 2014,  Status: Open,  Structure Length: 88.45m (290.19ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2038),  Design Load: HL 93,  Features Intersected: RT405 & CONN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.020,  Lanes on structure: 2,  Lanes under structure: 18,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 1099,  Location: 12-ORA-405-22.64-SLB (Lat: 33.774336,  Lng: -118.075033),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 14.40m (47.24ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,295 (year 2042),  Design Load: HL 93,  Features Intersected: STATE ROUTE 405,  Facility Carried by Structure: SEAL BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 78.5m (257.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Fair,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 1101F,  Location: 12-ORA-405-20.75-SLB (Lat: 33.774031,  Lng: -118.044753),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2015,  Status: Open,  Structure Length: 23.13m (75.89ft),  Average Daily Traffic: 50,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,000 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.750,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 4 degrees,  Material/Design: Prestressed 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-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 1102,  Location: 12-ORA-022-R0.92-SLB (Lat: 33.774486,  Lng: -118.037761),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,000 (year 2040),  Design Load: HL 93,  Features Intersected: ROUTE 22,  Facility Carried by Structure: BOLSA CHICA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.1m (180.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 35.5m (116.5ft)

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

Find on map >>   Show street view

Structure Number: 55 1103E,  Location: 12-ORA-405-20.67-SLB (Lat: 33.774889,  Lng: -118.041361),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 2015,  Status: Open,  Structure Length: 33.83m (110.99ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2038),  Design Load: HL 93,  Features Intersected: I-405 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.670,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

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

Find on map >>   Show street view

Structure Number: 55C0041R,  Location: 0.8 MI W/O SEAL BEACH BL. (Lat: 33.759478,  Lng: -118.091978),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,671 (year 2041),  Design Load: HS 20,  Features Intersected: LOS ALAMITOS CHANNEL,  Facility Carried by Structure: WESTMINSTER AVE-EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55C0042L,  Location: 0.7 MI W/O SEAL BEACH BL. (Lat: 33.759619,  Lng: -118.091239),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,671 (year 2041),  Design Load: HS 20,  Features Intersected: FEDERAL STORM CHANNEL,  Facility Carried by Structure: WESTMINSTER AVE-WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55C0042R,  Location: 0.7 MI W/O SEAL BEACH BL. (Lat: 33.759475,  Lng: -118.091386),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 11,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,671 (year 2041),  Design Load: HS 20,  Features Intersected: FEDERAL STORM CHANNEL,  Facility Carried by Structure: WESTMINSTER AVE-EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55C0104,  Location: 200' N/O GOLDEN RAIN RD (Lat: 33.768358,  Lng: -118.077428),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 45,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 81,774 (year 2041),  Features Intersected: FEDERAL STORM CHANNEL,  Facility Carried by Structure: SEAL BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 55C0105M,  Location: 0.4 MI SW/O WESTMINSTER (Lat: 33.755803,  Lng: -118.084656),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 53,087 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKWELL PUC,  Facility Carried by Structure: SEAL BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 50.7m (166.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 55C0732,  Location: 1.6 M. W/O BOLSA CHICA ST (Lat: 33.729556,  Lng: -118.070694),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 1,529 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,721 (year 2042),  Design Load: HL 93,  Features Intersected: BOLSA CHICA CHANNEL,  Facility Carried by Structure: EDINGER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 0412L,  Location: 12-ORA-605-3.48-SLB (Lat: 33.783717,  Lng: -118.091786),  Route carried "under" structure: Interstate 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 255,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 405,  Facility Carried by Structure: INTERSTATE 605 SB
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 24.040,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 55 0413F,  Location: 12-ORA-405-24.11-SLB (Lat: 33.786461,  Lng: -118.089778),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 185,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: RTE 405, 605, CONN, RIV
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 55 0413F,  Location: 12-ORA-405-24.11-SLB (Lat: 33.786461,  Lng: -118.089778),  Route carried "under" structure: Interstate 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 255,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: RTE 405, 605, CONN, RIV
Minimum Vertical Clearance: 10.97m (35.99ft),  Kilometerpoint: 24.110,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 55 0413F,  Location: 12-ORA-405-24.11-SLB (Lat: 33.786461,  Lng: -118.089778),  Route carried "under" structure: Ramp State highway 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2013),  Truck Traffic: 2%,  Features Intersected: RTE 405, 605, CONN, RIV
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 24.110,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 55 0413F,  Location: 12-ORA-405-24.11-SLB (Lat: 33.786461,  Lng: -118.089778),  Route carried "under" structure: Ramp State highway 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,656 (year 2014),  Truck Traffic: 2%,  Features Intersected: RTE 405, 605, CONN, RIV
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 24.110,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 55 0426G,  Location: 12-ORA-022-R0.38-SLB (Lat: 33.779153,  Lng: -118.090861),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: S605-S405 CONNECTOR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 3.190,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.3m (165.0ft)

Find on map >>   Show street view

Structure Number: 55 0428G,  Location: 12-ORA-022-R0.37-SLB (Lat: 33.774886,  Lng: -118.090758),  Route carried "under" structure: State highway 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 99,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 22
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>   Show street view

Structure Number: 55 1096G,  Location: 12-ORA-022-R0.39-SLB (Lat: 33.783519,  Lng: -118.091289),  Route carried "under" structure: Interstate 405,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 295,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE405
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 23.900,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.1m (170.9ft)

Find on map >>   Show street view

Structure Number: 55 1097G,  Location: 12-ORA-022-R0.39-SLB (Lat: 33.783731,  Lng: -118.091386),  Route carried "under" structure: Interstate 405,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 295,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE405,  Facility Carried by Structure: E22-N605 CONN.
Minimum Vertical Clearance: 7.69m (25.23ft),  Kilometerpoint: 23.950,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.0m (150.9ft)

Find on map >>   Show street view

Structure Number: 55 1098E,  Location: 12-ORA-405-24.02-SLB (Lat: 33.776519,  Lng: -118.088650),  Route carried "under" structure: Interstate 405,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 255,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: RT405 & CONN.
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 24.040,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.5m (205.1ft)

Find on map >>   Show street view

Structure Number: 55 1098E,  Location: 12-ORA-405-24.02-SLB (Lat: 33.776519,  Lng: -118.088650),  Route carried "under" structure: Ramp State highway 22,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: RT405 & CONN.,  Facility Carried by Structure: 405-605 HOV
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.380,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.5m (205.1ft)

Find on map >>   Show street view

Structure Number: 55 1098E,  Location: 12-ORA-405-24.02-SLB (Lat: 33.776519,  Lng: -118.088650),  Route carried "under" structure: Interstate 405,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 255,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: RT405 & CONN.
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 24.020,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.5m (205.1ft)

Find on map >>   Show street view

Structure Number: 55 1099,  Location: 12-ORA-405-22.64-SLB (Lat: 33.774336,  Lng: -118.075033),  Route carried "under" structure: Interstate 405,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 374,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 405,  Facility Carried by Structure: SEAL BEACH BLVD
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 22.640,  Lanes on structure: 7,  Lanes under structure: 16,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 78.5m (257.5ft)

Find on map >>   Show street view

Structure Number: 55 1099,  Location: 12-ORA-405-22.64-SLB (Lat: 33.774336,  Lng: -118.075033),  Route carried "under" structure: Ramp US 405,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 405,  Facility Carried by Structure: SEAL BEACH BLVD
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 22.640,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 78.5m (257.5ft)

Find on map >>   Show street view

Structure Number: 55 1101F,  Location: 12-ORA-405-20.75-SLB (Lat: 33.774031,  Lng: -118.044753),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 405
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 20.750,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 91.4m (299.9ft)

Find on map >>   Show street view

Structure Number: 55 1101F,  Location: 12-ORA-405-20.75-SLB (Lat: 33.774031,  Lng: -118.044753),  Route carried "under" structure: Interstate 405,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: INTERSTATE 405
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 20.750,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 91.4m (299.9ft)

Find on map >>   Show street view

Structure Number: 55 1102,  Location: 12-ORA-022-R0.92-SLB (Lat: 33.774486,  Lng: -118.037761),  Route carried "under" structure: State highway 22,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 157,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: ROUTE 22,  Facility Carried by Structure: BOLSA CHICA ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.920,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.1m (180.8ft)

Find on map >>   Show street view

Structure Number: 55 1102,  Location: 12-ORA-022-R0.92-SLB (Lat: 33.774486,  Lng: -118.037761),  Route carried "under" structure: Ramp State highway 22,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: ROUTE 22,  Facility Carried by Structure: BOLSA CHICA ROAD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.920,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.1m (180.8ft)

Find on map >>   Show street view

Structure Number: 55 1103E,  Location: 12-ORA-405-20.67-SLB (Lat: 33.774889,  Lng: -118.041361),  Route carried "under" structure: Interstate 405,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: I-405 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 20.660,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 76.2m (250.0ft)