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 - historical statistics
- 11900-1909
- 21920-1929
- 11940-1949
- 31950-1959
- 41960-1969
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 81.8%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 81.8%Good
- 18.2%Fair
- Bridge Condition - Substructure
- 81.8%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 44.4%Very good
- 55.6%Satisfactory
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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)
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)
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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)
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)