Bridge Statistics for Goleta, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31940-1949
- 21950-1959
- 231960-1969
- 111970-1979
- 21980-1989
- 151990-1999
- 42000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 21970-1979
- 61980-1989
- 11990-1999
- Bridge Condition - Deck
- 62.5%Good
- 12.5%Satisfactory
- 20.8%Fair
- 4.2%Poor
- Bridge Condition - Superstructure
- 76.0%Good
- 12.0%Satisfactory
- 10.0%Fair
- 2.0%Poor
- Bridge Condition - Substructure
- 82.0%Good
- 2.0%Satisfactory
- 10.0%Fair
- 6.0%Poor
- Bridge Condition - Channel
- 15.9%Excellent
- 20.5%Very good
- 38.6%Good
- 20.5%Satisfactory
- 4.5%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 51 0033L, Location: 05-SB-101-30.07 (Lat: 34.447525, Lng: -119.959439), Route carried "on" structure: US 101, Year Built: 1993, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 16,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 34,167 (year 2043), Design Load: HS 20+Mod, Features Intersected: DOS PUEBLOS CRK & CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.070, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0033L, Location: 05-SB-101-30.07 (Lat: 34.447525, Lng: -119.959439), Route carried "on" structure: US 101, Year Built: 1993, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 16,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 34,167 (year 2043), Design Load: HS 20+Mod, Features Intersected: DOS PUEBLOS CRK & CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.070, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0033R, Location: 05-SB-101-30.06 (Lat: 34.447639, Lng: -119.959147), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 16,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 34,167 (year 2043), Design Load: HS 20+Mod, Features Intersected: DOS PUEBLOS CRK & CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.060, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0033R, Location: 05-SB-101-30.06 (Lat: 34.447639, Lng: -119.959147), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 16,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 34,167 (year 2043), Design Load: HS 20+Mod, Features Intersected: DOS PUEBLOS CRK & CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.060, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0099, Location: 05-SB-101-20.06 (Lat: 34.442006, Lng: -119.789197), Route carried "on" structure: County highway H052, Year Built: 1975, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 20,330 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 28,101 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0099, Location: 05-SB-101-20.06 (Lat: 34.442006, Lng: -119.789197), Route carried "on" structure: County highway H052, Year Built: 1975, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 20,330 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 28,101 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0149, Location: 05-SB-101-27.16 (Lat: 34.433225, Lng: -119.912056), Route carried "on" structure: US 101, Year Built: 1929, Year Reconstructed: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 69,503 (year 2043), Features Intersected: WINCHESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.160, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 51 0149, Location: 05-SB-101-27.16 (Lat: 34.433225, Lng: -119.912056), Route carried "on" structure: US 101, Year Built: 1929, Year Reconstructed: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 69,503 (year 2043), Features Intersected: WINCHESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.160, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 51 0162K, Location: 05-SB-101-20.95 (Lat: 34.441436, Lng: -119.805036), Route carried "on" structure: Ramp US 101, Year Built: 1997, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 49,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 54,518 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARIA YGNACIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0162K, Location: 05-SB-101-20.95 (Lat: 34.441436, Lng: -119.805036), Route carried "on" structure: Ramp US 101, Year Built: 1997, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 49,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 54,518 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARIA YGNACIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0162L, Location: 05-SB-101-20.95 (Lat: 34.441658, Lng: -119.804889), Route carried "on" structure: US 101, Year Built: 1997, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20+Mod, Features Intersected: MARIA YGNACIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0162L, Location: 05-SB-101-20.95 (Lat: 34.441658, Lng: -119.804889), Route carried "on" structure: US 101, Year Built: 1997, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20+Mod, Features Intersected: MARIA YGNACIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0162R, Location: 05-SB-101-20.95 (Lat: 34.441808, Lng: -119.804808), Route carried "on" structure: US 101, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20, Features Intersected: MARIA YGNACIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,239,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0162R, Location: 05-SB-101-20.95 (Lat: 34.441808, Lng: -119.804808), Route carried "on" structure: US 101, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20, Features Intersected: MARIA YGNACIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.950, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,239,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0163L, Location: 05-SB-101-21.62 (Lat: 34.440811, Lng: -119.816683), Route carried "on" structure: US 101, Year Built: 1946, Year Reconstructed: 1989, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20, Features Intersected: SAN JOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.620, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 41.1 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: 31.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $100,000, Total Project Cost: $841,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 51 0163L, Location: 05-SB-101-21.62 (Lat: 34.440811, Lng: -119.816683), Route carried "on" structure: US 101, Year Built: 1946, Year Reconstructed: 1989, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20, Features Intersected: SAN JOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.620, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 41.1 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: 31.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $100,000, Total Project Cost: $841,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 51 0163R, Location: 05-SB-101-21.62 (Lat: 34.440967, Lng: -119.816794), Route carried "on" structure: US 101, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20, Features Intersected: SAN JOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.620, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 54.1 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: 41.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $104,000, Total Project Cost: $880,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0163R, Location: 05-SB-101-21.62 (Lat: 34.440967, Lng: -119.816794), Route carried "on" structure: US 101, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 60,500 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 61,368 (year 2043), Design Load: HS 20, Features Intersected: SAN JOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.620, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 54.1 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: 41.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $104,000, Total Project Cost: $880,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0165, Location: 05-SB-101-21.15 (Lat: 34.441628, Lng: -119.808350), Route carried "on" structure: County highway H054, Year Built: 1992, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 36,827 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0165, Location: 05-SB-101-21.15 (Lat: 34.441628, Lng: -119.808350), Route carried "on" structure: County highway H054, Year Built: 1992, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 36,827 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0169, Location: 05-SB-101-23.56 (Lat: 34.437675, Lng: -119.851003), Route carried "on" structure: US 101, Year Built: 1945, Year Reconstructed: 1968, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 73,055 (year 2037), Features Intersected: CARNEROS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.560, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 51 0169, Location: 05-SB-101-23.56 (Lat: 34.437675, Lng: -119.851003), Route carried "on" structure: US 101, Year Built: 1945, Year Reconstructed: 1968, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 73,055 (year 2037), Features Intersected: CARNEROS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.560, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 51 0171, Location: 05-SB-101-24.41 (Lat: 34.435197, Lng: -119.864769), Route carried "on" structure: US 101, Year Built: 1946, Year Reconstructed: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 74,528 (year 2043), Features Intersected: GLEN ANNIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.410, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 51 0171, Location: 05-SB-101-24.41 (Lat: 34.435197, Lng: -119.864769), Route carried "on" structure: US 101, Year Built: 1946, Year Reconstructed: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 74,528 (year 2043), Features Intersected: GLEN ANNIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.410, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 51 0241, Location: 05-SB-101-23.72 (Lat: 34.437414, Lng: -119.852861), Route carried "on" structure: County highway H008, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 21,327 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 22,975 (year 2043), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: LOS CARNEROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 23.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0241, Location: 05-SB-101-23.72 (Lat: 34.437414, Lng: -119.852861), Route carried "on" structure: County highway H008, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 21,327 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 22,975 (year 2043), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: LOS CARNEROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 23.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0258, Location: 05-SB-154-R31.54 (Lat: 34.451533, Lng: -119.762714), Route carried "on" structure: State highway 154, Year Built: 1972, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 24,337 (year 2043), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.540, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 66.1 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: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0258, Location: 05-SB-154-R31.54 (Lat: 34.451533, Lng: -119.762714), Route carried "on" structure: State highway 154, Year Built: 1972, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 24,337 (year 2043), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.540, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 66.1 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: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0259, Location: 05-SB-154-R31.20 (Lat: 34.454658, Lng: -119.767136), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 528 (year 2043), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 154, Facility Carried by Structure: SALVAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.9m (124.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: 41.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0259, Location: 05-SB-154-R31.20 (Lat: 34.454658, Lng: -119.767136), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 528 (year 2043), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 154, Facility Carried by Structure: SALVAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.9m (124.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: 41.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0307, Location: 05-SB-101-24.77 (Lat: 34.434244, Lng: -119.870597), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 35,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 63,133 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: STORKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.0m (101.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 31.0m (101.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0307, Location: 05-SB-101-24.77 (Lat: 34.434244, Lng: -119.870597), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 35,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 63,133 (year 2041), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: STORKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.0m (101.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 31.0m (101.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0308, Location: 05-SB-154-32.27 (Lat: 34.440936, Lng: -119.759897), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 24,337 (year 2043), Design Load: HS 20+Mod, Features Intersected: US HWY 101 (@PM 18.36)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.270, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.9m (88.3ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0308, Location: 05-SB-154-32.27 (Lat: 34.440936, Lng: -119.759897), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 24,337 (year 2043), Design Load: HS 20+Mod, Features Intersected: US HWY 101 (@PM 18.36)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.270, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.9m (88.3ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0328, Location: 05-SB-101-22.53 (Lat: 34.439242, Lng: -119.832211), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 55,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 63,133 (year 2041), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: FAIRVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.4m (86.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0328, Location: 05-SB-101-22.53 (Lat: 34.439242, Lng: -119.832211), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 55,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 63,133 (year 2041), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: FAIRVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.4m (86.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0331, Location: 05-SB-101-26.79 (Lat: 34.432094, Lng: -119.905881), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 5.65m (18.54ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,326 (year 2041), Design Load: HL 93, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: CATHEDRAL OAKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0331, Location: 05-SB-101-26.79 (Lat: 34.432094, Lng: -119.905881), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 5.65m (18.54ft), Average Daily Traffic: 5,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,326 (year 2041), Design Load: HL 93, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: CATHEDRAL OAKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0339, Location: 05-SB-101-22.57 (Lat: 34.439372, Lng: -119.833003), Route carried "on" structure: US 101, Year Built: 2016, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 72,812 (year 2043), Design Load: HL 93, Features Intersected: LAS VEGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.570, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51 0339, Location: 05-SB-101-22.57 (Lat: 34.439372, Lng: -119.833003), Route carried "on" structure: US 101, Year Built: 2016, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 65,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 72,812 (year 2043), Design Load: HL 93, Features Intersected: LAS VEGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.570, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51 0339K, Location: 05-SB-101-22.57 (Lat: 34.439100, Lng: -119.832839), Route carried "on" structure: Ramp US 101, Year Built: 2016, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,775 (year 2043), Design Load: HL 93, Features Intersected: LAS VEGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.570, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 51 0339K, Location: 05-SB-101-22.57 (Lat: 34.439100, Lng: -119.832839), Route carried "on" structure: Ramp US 101, Year Built: 2016, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 3,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,775 (year 2043), Design Load: HL 93, Features Intersected: LAS VEGAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.570, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 51C0007, Location: 0.29 MI S HOLLISTER AVE (Lat: 34.436228, Lng: -119.872069), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,229 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 13,793 (year 2042), Features Intersected: GLEN ANNIE CREEK, Facility Carried by Structure: GLEN ANNIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 52.3m (171.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 51C0007, Location: 0.29 MI S HOLLISTER AVE (Lat: 34.436228, Lng: -119.872069), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,229 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 13,793 (year 2042), Features Intersected: GLEN ANNIE CREEK, Facility Carried by Structure: GLEN ANNIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 52.3m (171.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 51C002, Location: 0.47 MI EAST OF SH 1 (Lat: 34.622056, Lng: -120.422056), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 855 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 655 (year 2041), Design Load: HS 20+Mod, Features Intersected: E BRANCH SALSIPUEDES CRK, Facility Carried by Structure: SANTA ROSA ROAD
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C002, Location: 0.47 MI EAST OF SH 1 (Lat: 34.622056, Lng: -120.422056), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 855 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 655 (year 2041), Design Load: HS 20+Mod, Features Intersected: E BRANCH SALSIPUEDES CRK, Facility Carried by Structure: SANTA ROSA ROAD
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0026, Location: 0.12 MI E PATTERSON AVE (Lat: 34.434811, Lng: -119.807172), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,239 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 13,261 (year 2043), Design Load: HS 20, Features Intersected: MARIA YGNACIO CREEK, Facility Carried by Structure: HOLLISTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C0026, Location: 0.12 MI E PATTERSON AVE (Lat: 34.434811, Lng: -119.807172), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 3,239 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 13,261 (year 2043), Design Load: HS 20, Features Intersected: MARIA YGNACIO CREEK, Facility Carried by Structure: HOLLISTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51C0027, Location: 0.1 MI EAST KELLOG AVE (Lat: 34.435453, Lng: -119.819311), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 25,445 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 32,371 (year 2043), Design Load: H 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: HOLLISTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C0027, Location: 0.1 MI EAST KELLOG AVE (Lat: 34.435453, Lng: -119.819311), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 25,445 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 32,371 (year 2043), Design Load: H 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: HOLLISTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51C0058, Location: 0.36 MI S HOLLSTER AVE (Lat: 34.432489, Lng: -119.783906), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,643 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 7,857 (year 2037), Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: PUENTE DRIVE
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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0058, Location: 0.36 MI S HOLLSTER AVE (Lat: 34.432489, Lng: -119.783906), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,643 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 7,857 (year 2037), Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: PUENTE DRIVE
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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0063, Location: 0.4 MI E PATTERSON AVE (Lat: 34.451494, Lng: -119.803117), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,272 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 17,214 (year 2043), Features Intersected: MARIA YGNACIO CREEK, Facility Carried by Structure: CATHEDRAL OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 51C0063, Location: 0.4 MI E PATTERSON AVE (Lat: 34.451494, Lng: -119.803117), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,272 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 17,214 (year 2043), Features Intersected: MARIA YGNACIO CREEK, Facility Carried by Structure: CATHEDRAL OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 51C0067, Location: 0.57 MI W/O FAIRVIEW AVE (Lat: 34.448700, Lng: -119.840394), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,259 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,321 (year 2042), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: STOW CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.3 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: 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: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0067, Location: 0.57 MI W/O FAIRVIEW AVE (Lat: 34.448700, Lng: -119.840394), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,259 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,321 (year 2042), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: STOW CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.3 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: 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: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0068, Location: 1.2 MI N/O HOLLISTER AVE (Lat: 34.447761, Lng: -119.876219), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 470 (year 2003), Truck Traffic: 16%, Average Future Daily Traffic: 1,914 (year 2042), Features Intersected: GLEN ANNIE CREEK, Facility Carried by Structure: GLEN ANNIE RD
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 51C0068, Location: 1.2 MI N/O HOLLISTER AVE (Lat: 34.447761, Lng: -119.876219), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 470 (year 2003), Truck Traffic: 16%, Average Future Daily Traffic: 1,914 (year 2042), Features Intersected: GLEN ANNIE CREEK, Facility Carried by Structure: GLEN ANNIE RD
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 51C007, Location: 0.2MI N EL CAMINO REAL RD (Lat: 34.444928, Lng: -119.797025), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,563 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 4,303 (year 2043), Design Load: HS 20+Mod, Features Intersected: SAN ANTONIO CREEK, Facility Carried by Structure: SAN MARCOS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C007, Location: 0.2MI N EL CAMINO REAL RD (Lat: 34.444928, Lng: -119.797025), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,563 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 4,303 (year 2043), Design Load: HS 20+Mod, Features Intersected: SAN ANTONIO CREEK, Facility Carried by Structure: SAN MARCOS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0071, Location: 0.3 MI N CATHEDRAL OAK R (Lat: 34.457483, Lng: -119.809931), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,998 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 4,303 (year 2043), Design Load: HS 20+Mod, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0071, Location: 0.3 MI N CATHEDRAL OAK R (Lat: 34.457483, Lng: -119.809931), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,998 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 4,303 (year 2043), Design Load: HS 20+Mod, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0154, Location: S SR 101 (Lat: 34.441356, Lng: -119.789186), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 1975, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 29,187 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 46,098 (year 2037), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 31.1 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: 17.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 51C0154, Location: S SR 101 (Lat: 34.441356, Lng: -119.789186), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 1975, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 29,187 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 46,098 (year 2037), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: TURNPIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 31.1 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: 17.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 51C0155, Location: S OF U.S. HWY 101 (Lat: 34.440842, Lng: -119.808436), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 26,359 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,789 (year 2037), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0155, Location: S OF U.S. HWY 101 (Lat: 34.440842, Lng: -119.808436), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 26,359 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,789 (year 2037), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0156, Location: 0.7 MI E FAIRVIEW AVE (Lat: 34.441239, Lng: -119.817308), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 16,332 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 19,432 (year 2037), Design Load: HS 20+Mod, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: CALLE REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0156, Location: 0.7 MI E FAIRVIEW AVE (Lat: 34.441239, Lng: -119.817308), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 16,332 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 19,432 (year 2037), Design Load: HS 20+Mod, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: CALLE REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0161, Location: S OF US 101 (Lat: 34.415497, Lng: -119.582072), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 962 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,661 (year 2041), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: PADARO LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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, Underclear: 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: 51C0161, Location: S OF US 101 (Lat: 34.415497, Lng: -119.582072), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 962 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,661 (year 2041), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: PADARO LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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, Underclear: 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: 51C0169, Location: NORTH OF SR 101 (Lat: 34.438944, Lng: -119.852797), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,125 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 16,575 (year 2042), Features Intersected: CARNEROS CREEK, Facility Carried by Structure: LOS CARNEROS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 51C0169, Location: NORTH OF SR 101 (Lat: 34.438944, Lng: -119.852797), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,125 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 16,575 (year 2042), Features Intersected: CARNEROS CREEK, Facility Carried by Structure: LOS CARNEROS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 51C018, Location: N OF CLARK AVE (Lat: 34.865958, Lng: -120.453597), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,855 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 3,053 (year 2038), Features Intersected: ORCUTT CREEK, Facility Carried by Structure: BLOSSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 51C018, Location: N OF CLARK AVE (Lat: 34.865958, Lng: -120.453597), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,855 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 3,053 (year 2038), Features Intersected: ORCUTT CREEK, Facility Carried by Structure: BLOSSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 51C0185, Location: 1.0 MI S HOLLISTER AVE (Lat: 34.424517, Lng: -119.810511), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 2,711 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 5,272 (year 2043), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: PATTERSON AVENUE
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C0185, Location: 1.0 MI S HOLLISTER AVE (Lat: 34.424517, Lng: -119.810511), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 2,711 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 5,272 (year 2043), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: PATTERSON AVENUE
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51C0186, Location: 0.7 MI WEST OF FAIRVIEW (Lat: 34.450861, Lng: -119.842431), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 8,535 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 14,081 (year 2036), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: CATHEDRAL OAKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 51C0186, Location: 0.7 MI WEST OF FAIRVIEW (Lat: 34.450861, Lng: -119.842431), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 8,535 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 14,081 (year 2036), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: CATHEDRAL OAKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 51C019, Location: 0.13 MI S HAPPY CANYON RD (Lat: 34.615628, Lng: -120.001475), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 387 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 193 (year 2038), Features Intersected: HAPPY CANYON CREEK, Facility Carried by Structure: ALISOS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51C019, Location: 0.13 MI S HAPPY CANYON RD (Lat: 34.615628, Lng: -120.001475), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 387 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 193 (year 2038), Features Intersected: HAPPY CANYON CREEK, Facility Carried by Structure: ALISOS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place