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

Find on map >>   Show street view

Structure Number: 2CA0004,  Location: SAN MATEO ROAD OVER SAN M (Lat: 33.419278,  Lng: -117.536917),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Posted for load-capacity,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,300 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,160 (year 2040),  Features Intersected: SAN MATEO CREEK,  Facility Carried by Structure: SAN MATEO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $75,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 2CA0014,  Location: AT SAN MATEO GATE (Lat: 33.427361,  Lng: -117.569883),  Route carried "on" structure: Bypass Federal lands road ,  Year Built: 2000,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 5 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2040),  Features Intersected: CHRISTIANITOS CREEK,  Facility Carried by Structure: SAN MATEO GATE BYP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 10.7m (35.1ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

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: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.14m (3.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $46,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 55 015,  Location: 12-ORA-039-14.81-BPK (Lat: 33.862283,  Lng: -117.997967),  Route carried "on" structure: State highway 39,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 51,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,549 (year 2042),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.810,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.0 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 55 0151,  Location: 12-ORA-005-0.65-SCLE (Lat: 33.404911,  Lng: -117.598358),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 50,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 61,383 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA SAN LUIS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

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

Find on map >>   Show street view

Structure Number: 55 0201,  Location: 12-ORA-005-R23.94-IRVN (Lat: 33.677789,  Lng: -117.757594),  Route carried "on" structure: Interstate 5,  Year Built: 1992,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 309,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 315,000 (year 2038),  Design Load: HS 20,  Features Intersected: SAND CANYON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.940,  Lanes on structure: 14,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 70.4m (231.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 70.4m (231.0ft),  Out-to-Out Width: 72.1m (236.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  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 0203,  Location: 12-ORA-005-1.63-SCLE (Lat: 33.418006,  Lng: -117.604358),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 155,700 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,709 (year 2043),  Design Load: HS 20,  Features Intersected: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.630,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Other Special Inspection Date: December 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 0204,  Location: 12-ORA-005-2.31-SCLE (Lat: 33.426903,  Lng: -117.610197),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 162,100 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,709 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: AVENIDA PRESIDIO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.310,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 46.3m (151.9ft)

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

Find on map >>   Show street view

Structure Number: 55 0205,  Location: 12-ORA-005-2.66-SCLE (Lat: 33.430914,  Lng: -117.614019),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 199,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 221,806 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: AVENIDA PALIZADA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.660,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 46.3m (151.9ft)

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

Find on map >>   Show street view

Structure Number: 55 0223,  Location: 12-ORA-005-4.97-SCLE (Lat: 33.452781,  Lng: -117.643303),  Route carried "on" structure: Interstate 5,  Year Built: 1981,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 242,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,709 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: AVENIDA VAQUERO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.970,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  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: 52.4m (171.9ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.3m (165.0ft)

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

Find on map >>   Show street view

Structure Number: 55 0228,  Location: 12-ORA-005-8.87-SCLE (Lat: 33.492594,  Lng: -117.660778),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 18.59m (60.99ft),  Average Daily Traffic: 285,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 298,413 (year 2043),  Design Load: HS 20,  Features Intersected: SAN JUAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.870,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.2m (174.5ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 53.2m (174.5ft),  Out-to-Out Width: 54.2m (177.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Other Special Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 55 0463,  Location: 12-ORA-005-1.13-SCLE (Lat: 33.411397,  Lng: -117.601683),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,138 (year 2043),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA MENDOCINO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  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: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

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

Find on map >>   Show street view

Structure Number: 55 0610R,  Location: 12-ORA-005-4.10-SCLE (Lat: 33.444803,  Lng: -117.631281),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,943 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA VISTA HERM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.0m (52.5ft)

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

Find on map >>   Show street view

Structure Number: 55 1107,  Location: 12-ORA-005-3.39-SCLE (Lat: 33.438667,  Lng: -117.622222),  Route carried "on" structure: Interstate 5,  Year Built: 2017,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 200,100 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 225,123 (year 2039),  Design Load: HL 93,  Features Intersected: AVENIDA PICO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.390,  Lanes on structure: 10,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  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: 54.9m (180.1ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.3m (165.0ft)

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

Find on map >>   Show street view

Structure Number: 55C0003,  Location: 100' E/O CAMINO CAPISTRAN (Lat: 33.441472,  Lng: -117.644794),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,095 (year 2037),  Design Load: H 15,  Features Intersected: PRIMA DESHECHA CANADA,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 27.7m (90.9ft)

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

Find on map >>   Show street view

Structure Number: 55C039,  Location: 0.1 MI E/O RTE 39 (Lat: 33.664778,  Lng: -117.986833),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,657 (year 2038),  Features Intersected: HUNTINGTON BEACH CHANNEL,  Facility Carried by Structure: INDIANAPOLIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.6m (84.0ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 55C0398,  Location: 200' N/O EL CAMINO REAL (Lat: 33.433336,  Lng: -117.631097),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,040 (year 2041),  Design Load: H 15,  Features Intersected: SEGUNDA DESHECHA CANADA,  Facility Carried by Structure: AVENIDA PICO
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: 24.8m (81.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 55C0399,  Location: 0.1 MI S/O AVENIDA PICO (Lat: 33.435972,  Lng: -117.624475),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,303 (year 2041),  Features Intersected: SEGUNDA DESHECHA CANADA,  Facility Carried by Structure: CALLE DELOS MOLINO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 55C0422,  Location: 50' E/O CAMINO CAPISTRANO (Lat: 33.442869,  Lng: -117.643919),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,868 (year 2041),  Design Load: HS 20,  Features Intersected: PRIMA DESHECHA CANADA,  Facility Carried by Structure: AVENIDA VAQUERO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

Find on map >>   Show street view

Structure Number: 55C0502,  Location: 0.2 MI NE/O I-5 FREEWAY (Lat: 33.439858,  Lng: -117.619164),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 47,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,471 (year 2037),  Features Intersected: SEGUNDA DESHECHA CANADA,  Facility Carried by Structure: AVENIDA PICO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 48.3m (158.5ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

Find on map >>   Show street view

Structure Number: 55C0503,  Location: 0.1 MI E/O CMNO D L MARES (Lat: 33.456847,  Lng: -117.642281),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,581 (year 2040),  Features Intersected: PRIMA DESHECHA CANADA,  Facility Carried by Structure: AVENIDA VAQUERO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 55C0504,  Location: .08 MI E/O CMNO D L MARES (Lat: 33.465022,  Lng: -117.639281),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,145 (year 2040),  Features Intersected: PRIMA DESHECHA CANADA,  Facility Carried by Structure: CALLE NUEVO
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 55C0686,  Location: 0.1 MI EAST LA PATA (Lat: 33.464231,  Lng: -117.603508),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 17.86m (58.60ft),  Average Daily Traffic: 14,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,353 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEGUNDA DESHECHA CANADA,  Facility Carried by Structure: AVE. VISTA HERMOSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 27.1m (88.9ft)

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

Find on map >>   Show street view

Structure Number: 55C0687,  Location: 0.1 M WEST AVENIDA TALEGA (Lat: 33.473028,  Lng: -117.600306),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 12.35m (40.52ft),  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,271 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEGUNDA DESHECHA CANADA,  Facility Carried by Structure: CALLE SALUDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.1m (52.8ft)

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

Find on map >>   Show street view

Structure Number: 55C0688,  Location: 0.5 N AVENU VISTA HERMOSA (Lat: 33.470606,  Lng: -117.597261),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 9,600 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,252 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEGUNDA DESHECHA CANADA,  Facility Carried by Structure: AVENIDA TALEGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 24.1m (79.1ft)

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

Find on map >>   Show street view

Structure Number: 57P0008,  Location: SAN ONOFRE STATE PARK (Lat: 33.375561,  Lng: -117.563361),  Route carried "on" structure: State lands road ,  Year Built: 1937,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 8,600 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,476 (year 2038),  Design Load: HS 15,  Features Intersected: NCTD, BNSF RY, AMTRAK,  Facility Carried by Structure: OLD HWY 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 36 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 57P0009,  Location: SAN ONOFRE STATE PARK (Lat: 33.382817,  Lng: -117.578017),  Route carried "on" structure: State lands road ,  Year Built: 1925,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,480 (year 2040),  Design Load: H 15,  Features Intersected: SAN ONOFRE CR,BEACH CLUB,  Facility Carried by Structure: OLD HWY 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 55 0151,  Location: 12-ORA-005-0.65-SCLE (Lat: 33.404911,  Lng: -117.598358),  Route carried "under" structure: Interstate 5,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 147,100 (year 2015),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA SAN LUIS R
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.650,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 55 0203,  Location: 12-ORA-005-1.63-SCLE (Lat: 33.418006,  Lng: -117.604358),  Route carried "under" structure: City street M037,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: EL CAMINO REAL,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

Find on map >>   Show street view

Structure Number: 55 0204,  Location: 12-ORA-005-2.31-SCLE (Lat: 33.426903,  Lng: -117.610197),  Route carried "under" structure: City street M270,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: AVENIDA PRESIDIO,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 55 0205,  Location: 12-ORA-005-2.66-SCLE (Lat: 33.430914,  Lng: -117.614019),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: AVENIDA PALIZADA,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 55 0463,  Location: 12-ORA-005-1.13-SCLE (Lat: 33.411397,  Lng: -117.601683),  Route carried "under" structure: Interstate 5,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 151,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA MENDOCINO
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 55 0513,  Location: 12-ORA-005-0.49-SCLE (Lat: 33.402589,  Lng: -117.597422),  Route carried "under" structure: Interstate 5,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 143,000 (year 2019),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.490,  Lanes under structure: 8,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 55 0513,  Location: 12-ORA-005-0.49-SCLE (Lat: 33.402589,  Lng: -117.597422),  Route carried "under" structure: City street M037,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 55 0513,  Location: 12-ORA-005-0.49-SCLE (Lat: 33.402589,  Lng: -117.597422),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 55 0610L,  Location: 12-ORA-005-4.08-SCLE (Lat: 33.444911,  Lng: -117.631422),  Route carried "under" structure: Interstate 5,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 220,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA VISTA HERM
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.080,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: 55 0610R,  Location: 12-ORA-005-4.10-SCLE (Lat: 33.444803,  Lng: -117.631281),  Route carried "under" structure: Interstate 5,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 220,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: AVENIDA VISTA HERM
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 4.100,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.3m (115.8ft)

Find on map >>   Show street view

Structure Number: 55C0712,  Location: POC (Lat: 33.477536,  Lng: -117.608328),  Route carried "under" structure: Business City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: LA PATA AVE,  Facility Carried by Structure: PRIMA DESHECHA
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)