Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 59ft / 17.9mTotal length
  • 206,690Total average daily traffic
  • 8,589Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Toro Canyon
  • No street view available for this location

New bridges in Toro Canyon, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21920-1929
  • 11940-1949
  • 31950-1959
  • 41960-1969
  • 22010-2019
Reconstructed bridges in Toro Canyon, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 11960-1969
  • 01970-1979
  • 01980-1989
  • 01990-1999
  • 02000-2009
  • 12010-2019
Average Bridge Daily Traffic in Toro Canyon, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 81.8%Good
  • 9.1%Satisfactory
  • 9.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 81.8%Good
  • 18.2%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 81.8%Good
  • 9.1%Satisfactory
  • 9.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 44.4%Very good
  • 55.6%Satisfactory
Find on map >>   Show street view

Structure Number: 51 0049L,  Location: 05-SB-101-R5.63 (Lat: 34.414081,  Lng: -119.557375),  Route carried "on" structure: US 101,  Year Built: 1907,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,533 (year 2042),  Design Load: HS 15,  Features Intersected: ARROYO PARIDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.630,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
Find on map >>   Show street view

Structure Number: 51 0049R,  Location: 05-SB-101-R5.63 (Lat: 34.414050,  Lng: -119.556981),  Route carried "on" structure: US 101,  Year Built: 1952,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,533 (year 2042),  Design Load: HS 20,  Features Intersected: ARROYO PARIDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.630,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 51 0054R,  Location: 05-SB-101-R6.79 (Lat: 34.415714,  Lng: -119.576622),  Route carried "on" structure: US 101,  Year Built: 1952,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,533 (year 2042),  Design Load: HS 20,  Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.790,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0111,  Location: 05-SB-192-12.14 (Lat: 34.436211,  Lng: -119.576769),  Route carried "on" structure: State highway 192,  Year Built: 1928,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,884 (year 2042),  Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 51 0114,  Location: 05-SB-192-16.57 (Lat: 34.413886,  Lng: -119.526514),  Route carried "on" structure: State highway 192,  Year Built: 1928,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,600 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,227 (year 2038),  Features Intersected: SANTA MONICA CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.570,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 23.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 51 0228L,  Location: 05-SB-101-R5.28 (Lat: 34.410678,  Lng: -119.552864),  Route carried "on" structure: US 101,  Year Built: 1968,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 37,000 (year 2009),  Average Future Daily Traffic: 52,272 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH PADARO LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.280,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0228R,  Location: 05-SB-101-R5.28 (Lat: 34.410819,  Lng: -119.552700),  Route carried "on" structure: US 101,  Year Built: 1968,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 37,000 (year 2009),  Average Future Daily Traffic: 52,272 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH PADARO LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.280,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 51 0359,  Location: 05-SB-192-12.49 (Lat: 34.434569,  Lng: -119.571494),  Route carried "on" structure: State highway 192,  Year Built: 2019,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,865 (year 2041),  Design Load: HL 93,  Features Intersected: TORO CANYON CREEK
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 12.490,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 51 036,  Location: 05-SB-192-15.52 (Lat: 34.416881,  Lng: -119.542333),  Route carried "on" structure: State highway 192,  Year Built: 2019,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,600 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,324 (year 2042),  Design Load: HL 93,  Features Intersected: ARROYO PAREDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.520,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 51C0397,  Location: 05-SB-101-R5.63 (Lat: 34.414022,  Lng: -119.556686),  Route carried "on" structure: US 101,  Year Built: 1952,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,820 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,256 (year 2042),  Design Load: HS 20,  Features Intersected: ARROYO PARIDA,  Facility Carried by Structure: VIA REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.630,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 50754000003006,  Location: NO DATA ENTERED (Lat: 34.487178,  Lng: -119.539725),  Route carried "on" structure: Federal lands road 5N15.,  Year Built: 1948,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 0000),  Average Future Daily Traffic: 75 (year 2042),  Features Intersected: BLUE CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.400,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 51 0228L,  Location: 05-SB-101-R5.28 (Lat: 34.410678,  Lng: -119.552864),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: SOUTH PADARO LANE,  Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 51 0228R,  Location: 05-SB-101-R5.28 (Lat: 34.410819,  Lng: -119.552700),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,120 (year 2010),  Truck Traffic: 3%,  Features Intersected: SOUTH PADARO LANE,  Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

Discuss Toro Canyon, California (CA) on our hugely popular California forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.