Bridge Statistics for Montecito, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 121ft / 36.9mTotal length
- $745,000Total costs
- 474,977Total average daily traffic
- 26,689Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montecito
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11940-1949
- 91950-1959
- 61960-1969
- 21970-1979
- 11980-1989
- 32000-2009
- 12010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 56.5%Good
- 4.3%Satisfactory
- 30.4%Fair
- 4.3%Poor
- 4.3%Serious
- Bridge Condition - Superstructure
- 52.2%Good
- 13.0%Satisfactory
- 26.1%Fair
- 4.3%Poor
- 4.3%Serious
- Bridge Condition - Substructure
- 69.6%Good
- 17.4%Fair
- 13.0%Poor
- Bridge Condition - Channel
- 23.8%Excellent
- 9.5%Very good
- 33.3%Good
- 28.6%Satisfactory
- 4.8%Fair
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Structure Number: 51 0042, Location: 05-SB-192-10.53 (Lat: 34.437047, Lng: -119.605908), Route carried "on" structure: State highway 192, Year Built: 1968, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 6,916 (year 2036), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0042, Location: 05-SB-192-10.53 (Lat: 34.437047, Lng: -119.605908), Route carried "on" structure: State highway 192, Year Built: 1968, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 6,916 (year 2036), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0047, Location: 05-SB-101-9.56 (Lat: 34.420978, Lng: -119.623725), Route carried "on" structure: US 101, Year Built: 1915, Year Reconstructed: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 107,011 (year 2042), Features Intersected: SAN YSIDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.560, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51 0047, Location: 05-SB-101-9.56 (Lat: 34.420978, Lng: -119.623725), Route carried "on" structure: US 101, Year Built: 1915, Year Reconstructed: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 107,011 (year 2042), Features Intersected: SAN YSIDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.560, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51 0053, Location: 05-SB-101-9.34 (Lat: 34.421225, Lng: -119.619844), Route carried "on" structure: US 101, Year Built: 1915, Year Reconstructed: 1926, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 107,011 (year 2042), Design Load: HS 15, Features Intersected: ROMERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.340, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 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: 19.4 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: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51 0053, Location: 05-SB-101-9.34 (Lat: 34.421225, Lng: -119.619844), Route carried "on" structure: US 101, Year Built: 1915, Year Reconstructed: 1926, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 107,011 (year 2042), Design Load: HS 15, Features Intersected: ROMERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.340, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 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: 19.4 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: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51 0109, Location: 05-SB-192-R9.68 (Lat: 34.439344, Lng: -119.620419), Route carried "on" structure: State highway 192, Year Built: 1965, Year Reconstructed: 2019, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,055 (year 2042), Design Load: HS 20+Mod, Features Intersected: SAN YSIDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 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: 35.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0109, Location: 05-SB-192-R9.68 (Lat: 34.439344, Lng: -119.620419), Route carried "on" structure: State highway 192, Year Built: 1965, Year Reconstructed: 2019, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,055 (year 2042), Design Load: HS 20+Mod, Features Intersected: SAN YSIDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 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: 35.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0185, Location: 05-SB-101-10.02 (Lat: 34.422253, Lng: -119.631469), Route carried "on" structure: ServiceCity street H118, Year Built: 1956, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 11,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,847 (year 2036), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: SAN YSIDRO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0185, Location: 05-SB-101-10.02 (Lat: 34.422253, Lng: -119.631469), Route carried "on" structure: ServiceCity street H118, Year Built: 1956, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 11,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,847 (year 2036), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: SAN YSIDRO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0186K, Location: 05-SB-101-10.49 (Lat: 34.421219, Lng: -119.638936), Route carried "on" structure: Ramp US 101, Year Built: 1956, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 6,402 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 20,403 (year 2040), Design Load: HS 20, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.490, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.3 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: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0186K, Location: 05-SB-101-10.49 (Lat: 34.421219, Lng: -119.638936), Route carried "on" structure: Ramp US 101, Year Built: 1956, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 6,402 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 20,403 (year 2040), Design Load: HS 20, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.490, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.3 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: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0187, Location: 05-SB-101-10.18 (Lat: 34.422811, Lng: -119.634575), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 107,011 (year 2042), Design Load: HS 20, Features Intersected: MONTECITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.180, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 58.0m (190.3ft), Out-to-Out Width: 102.9m (337.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.9 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 desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
Structure Number: 51 0187, Location: 05-SB-101-10.18 (Lat: 34.422811, Lng: -119.634575), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 107,011 (year 2042), Design Load: HS 20, Features Intersected: MONTECITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.180, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 58.0m (190.3ft), Out-to-Out Width: 102.9m (337.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.9 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 desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020
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Structure Number: 51 0189R, Location: 05-SB-101-9.00 (Lat: 34.421881, Lng: -119.614017), Route carried "on" structure: US 101, Year Built: 1959, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 38,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 53,506 (year 2042), Design Load: HS 20, Features Intersected: SHEFFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 34.0 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: 24.3 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, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $777,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0189R, Location: 05-SB-101-9.00 (Lat: 34.421881, Lng: -119.614017), Route carried "on" structure: US 101, Year Built: 1959, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 38,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 53,506 (year 2042), Design Load: HS 20, Features Intersected: SHEFFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 34.0 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: 24.3 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, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $777,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0355, Location: 05-SB-192-8.12 (Lat: 34.435892, Lng: -119.644208), Route carried "on" structure: State highway 192, Year Built: 2020, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,055 (year 2042), Design Load: HL 93, Features Intersected: MONTECITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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 0355, Location: 05-SB-192-8.12 (Lat: 34.435892, Lng: -119.644208), Route carried "on" structure: State highway 192, Year Built: 2020, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,055 (year 2042), Design Load: HL 93, Features Intersected: MONTECITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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: 51 0357, Location: 05-SB-192-10.96 (Lat: 34.436078, Lng: -119.597578), Route carried "on" structure: State highway 192, Year Built: 2019, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,032 (year 2041), Design Load: HL 93, Features Intersected: ROMERO CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), 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 0357, Location: 05-SB-192-10.96 (Lat: 34.436078, Lng: -119.597578), Route carried "on" structure: State highway 192, Year Built: 2019, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,032 (year 2041), Design Load: HL 93, Features Intersected: ROMERO CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), 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: 51C0041, Location: 0.65 MI N OF US 101 (Lat: 34.430497, Lng: -119.641214), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 7,556 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,393 (year 2040), Design Load: HS 20+Mod, Features Intersected: MONTECITO CREEK, Facility Carried by Structure: HOT SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0041, Location: 0.65 MI N OF US 101 (Lat: 34.430497, Lng: -119.641214), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 7,556 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,393 (year 2040), Design Load: HS 20+Mod, Features Intersected: MONTECITO CREEK, Facility Carried by Structure: HOT SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0047, Location: 0.3 MI E OF SANTA ROSA LN (Lat: 34.425278, Lng: -119.621372), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,110 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 1,308 (year 2041), Features Intersected: SAN YSIDRO CREEK, Facility Carried by Structure: SAN LEANDRO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C0047, Location: 0.3 MI E OF SANTA ROSA LN (Lat: 34.425278, Lng: -119.621372), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,110 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 1,308 (year 2041), Features Intersected: SAN YSIDRO CREEK, Facility Carried by Structure: SAN LEANDRO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51C0049, Location: 0.3 MI N SAN LEANDRO LANE (Lat: 34.426628, Lng: -119.609881), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,330 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 3,907 (year 2043), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: SHEFFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 51C0049, Location: 0.3 MI N SAN LEANDRO LANE (Lat: 34.426628, Lng: -119.609881), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,330 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 3,907 (year 2043), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: SHEFFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 51C0137, Location: S OF US 101 AT MONTECITO (Lat: 34.420453, Lng: -119.620908), Route carried "on" structure: County highway , Year Built: 1959, Status: Temporarily open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 212 (year 2043), Features Intersected: ROMERO CREEK, Facility Carried by Structure: FERNALD PT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $51,000, Total Project Cost: $432,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0137, Location: S OF US 101 AT MONTECITO (Lat: 34.420453, Lng: -119.620908), Route carried "on" structure: County highway , Year Built: 1959, Status: Temporarily open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 212 (year 2043), Features Intersected: ROMERO CREEK, Facility Carried by Structure: FERNALD PT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $51,000, Total Project Cost: $432,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0138, Location: S OF US 101 AT MONTECITO (Lat: 34.420219, Lng: -119.623997), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 436 (year 2041), Features Intersected: SAN YSIDRO CREEK, Facility Carried by Structure: FERNALD PT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0138, Location: S OF US 101 AT MONTECITO (Lat: 34.420219, Lng: -119.623997), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 436 (year 2041), Features Intersected: SAN YSIDRO CREEK, Facility Carried by Structure: FERNALD PT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C02, Location: NORTH TOLLIS AVE (Lat: 34.442339, Lng: -119.608353), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 422 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 1,339 (year 2044), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: LILAC LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $14,000, Total Project Cost: $120,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C02, Location: NORTH TOLLIS AVE (Lat: 34.442339, Lng: -119.608353), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 422 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 1,339 (year 2044), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: LILAC LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $14,000, Total Project Cost: $120,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0203, Location: AT RIVEN ROCK RD (Lat: 34.449108, Lng: -119.646258), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 588 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 1,636 (year 2041), Design Load: HS 20, Features Intersected: HOT SPRINGS CREEK, Facility Carried by Structure: MOUNTAIN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $23,000, Total Project Cost: $193,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0203, Location: AT RIVEN ROCK RD (Lat: 34.449108, Lng: -119.646258), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 588 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 1,636 (year 2041), Design Load: HS 20, Features Intersected: HOT SPRINGS CREEK, Facility Carried by Structure: MOUNTAIN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $23,000, Total Project Cost: $193,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0204, Location: 0.17 MI N OF E VALLEY RD (Lat: 34.439569, Lng: -119.606808), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 422 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 541 (year 2043), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: OAK GROVE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0204, Location: 0.17 MI N OF E VALLEY RD (Lat: 34.439569, Lng: -119.606808), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 422 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 541 (year 2043), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: OAK GROVE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0236, Location: BET OAK DR AND LILAC DR (Lat: 34.440492, Lng: -119.607333), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 422 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 226 (year 2044), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: ALISOS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0236, Location: BET OAK DR AND LILAC DR (Lat: 34.440492, Lng: -119.607333), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 422 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 226 (year 2044), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK, Facility Carried by Structure: ALISOS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0241, Location: 0.1 MI E OF SAN YSIDRO RD (Lat: 34.428758, Lng: -119.629911), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 426 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 1,199 (year 2041), Design Load: HS 20, Features Intersected: OAK CREEK, Facility Carried by Structure: SINALOA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0241, Location: 0.1 MI E OF SAN YSIDRO RD (Lat: 34.428758, Lng: -119.629911), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 426 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 1,199 (year 2041), Design Load: HS 20, Features Intersected: OAK CREEK, Facility Carried by Structure: SINALOA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0341, Location: 0.7 MI E SAN YSIDRO RD (Lat: 34.421258, Lng: -119.619944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 3,448 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,692 (year 2038), Design Load: HS 20+Mod, Features Intersected: ROMERO CREEK, Facility Carried by Structure: N JAMESON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C0341, Location: 0.7 MI E SAN YSIDRO RD (Lat: 34.421258, Lng: -119.619944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 3,448 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,692 (year 2038), Design Load: HS 20+Mod, Features Intersected: ROMERO CREEK, Facility Carried by Structure: N JAMESON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51C0342, Location: 0.45 MI E SAN YSIDRO RD (Lat: 34.421028, Lng: -119.623811), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 3,448 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,692 (year 2038), Design Load: HS 20+Mod, Features Intersected: SAN YSIDRO CREEK, Facility Carried by Structure: N JAMESON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C0342, Location: 0.45 MI E SAN YSIDRO RD (Lat: 34.421028, Lng: -119.623811), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 3,448 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,692 (year 2038), Design Load: HS 20+Mod, Features Intersected: SAN YSIDRO CREEK, Facility Carried by Structure: N JAMESON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51C0343, Location: 0.35 MI E SAN YSIDRO RD (Lat: 34.421117, Lng: -119.625650), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 2,372 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 6,760 (year 2041), Design Load: HS 20+Mod, Features Intersected: OAK CREEK, Facility Carried by Structure: N JAMESON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C0343, Location: 0.35 MI E SAN YSIDRO RD (Lat: 34.421117, Lng: -119.625650), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 2,372 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 6,760 (year 2041), Design Load: HS 20+Mod, Features Intersected: OAK CREEK, Facility Carried by Structure: N JAMESON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51C0392, Location: 0.6 MI NE OF VALLEY ROAD (Lat: 34.445994, Lng: -119.651231), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 531 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 875 (year 2042), Design Load: HL 93, Features Intersected: COLD SPRINGS CREEK, Facility Carried by Structure: ASHLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than 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 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 51C0392, Location: 0.6 MI NE OF VALLEY ROAD (Lat: 34.445994, Lng: -119.651231), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 531 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 875 (year 2042), Design Load: HL 93, Features Intersected: COLD SPRINGS CREEK, Facility Carried by Structure: ASHLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than 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 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 51 0185, Location: 05-SB-101-10.02 (Lat: 34.422253, Lng: -119.631469), Route carried "under" structure: US 101, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: SAN YSIDRO ROAD
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 10.020, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 51 0185, Location: 05-SB-101-10.02 (Lat: 34.422253, Lng: -119.631469), Route carried "under" structure: US 101, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: SAN YSIDRO ROAD
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 10.020, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 51 0186K, Location: 05-SB-101-10.49 (Lat: 34.421219, Lng: -119.638936), Route carried "under" structure: US 101, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 10.490, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 51 0186K, Location: 05-SB-101-10.49 (Lat: 34.421219, Lng: -119.638936), Route carried "under" structure: US 101, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 76,000 (year 2009), Truck Traffic: 6%, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 10.490, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 51 0189R, Location: 05-SB-101-9.00 (Lat: 34.421881, Lng: -119.614017), Route carried "under" structure: County highway , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 5%, Features Intersected: SHEFFIELD DRIVE, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 51 0189R, Location: 05-SB-101-9.00 (Lat: 34.421881, Lng: -119.614017), Route carried "under" structure: County highway , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 5%, Features Intersected: SHEFFIELD DRIVE, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)