Bridge Statistics for Nipomo, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 161ft / 49.0mTotal length
- $1,612,000Total costs
- 282,641Total average daily traffic
- 29,592Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Nipomo
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31950-1959
- 51970-1979
- 11990-1999
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 41.7%Good
- 8.3%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Superstructure
- 64.3%Good
- 14.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Substructure
- 71.4%Good
- 7.1%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 20.0%Excellent
- 30.0%Very good
- 30.0%Good
- 20.0%Satisfactory
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Structure Number: 49 0118L, Location: 05-SLO-101-1.36 (Lat: 35.003131, Lng: -120.439372), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 28,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,175 (year 2044), Design Load: HS 20, Features Intersected: NIPOMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.360, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $96,000, Total Project Cost: $806,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0118L, Location: 05-SLO-101-1.36 (Lat: 35.003131, Lng: -120.439372), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 28,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,175 (year 2044), Design Load: HS 20, Features Intersected: NIPOMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.360, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $96,000, Total Project Cost: $806,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0118R, Location: 05-SLO-101-1.36 (Lat: 35.003375, Lng: -120.439306), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 28,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,175 (year 2044), Design Load: HS 20, Features Intersected: NIPOMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.360, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $96,000, Total Project Cost: $806,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0118R, Location: 05-SLO-101-1.36 (Lat: 35.003375, Lng: -120.439306), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 28,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,175 (year 2044), Design Load: HS 20, Features Intersected: NIPOMO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.360, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $96,000, Total Project Cost: $806,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0203L, Location: 05-SLO-101-7.84 (Lat: 35.071767, Lng: -120.516267), Route carried "on" structure: US 101, Year Built: 1970, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 25,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 51,731 (year 2044), Design Load: HS 20, Features Intersected: LOS BERROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.840, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0203L, Location: 05-SLO-101-7.84 (Lat: 35.071767, Lng: -120.516267), Route carried "on" structure: US 101, Year Built: 1970, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 25,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 51,731 (year 2044), Design Load: HS 20, Features Intersected: LOS BERROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.840, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0203R, Location: 05-SLO-101-7.84 (Lat: 35.071811, Lng: -120.516000), Route carried "on" structure: US 101, Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 25,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 51,731 (year 2044), Design Load: HS 20+Mod, Features Intersected: LOS BERROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.840, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0203R, Location: 05-SLO-101-7.84 (Lat: 35.071811, Lng: -120.516000), Route carried "on" structure: US 101, Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 25,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 51,731 (year 2044), Design Load: HS 20+Mod, Features Intersected: LOS BERROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.840, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0252L, Location: 05-SLO-101-6.45 (Lat: 35.055056, Lng: -120.501053), Route carried "on" structure: US 101, Year Built: 2012, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 27,000 (year 2009), Truck Traffic: 21%, Average Future Daily Traffic: 54,320 (year 2044), Design Load: HL 93, Features Intersected: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.450, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0252L, Location: 05-SLO-101-6.45 (Lat: 35.055056, Lng: -120.501053), Route carried "on" structure: US 101, Year Built: 2012, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 27,000 (year 2009), Truck Traffic: 21%, Average Future Daily Traffic: 54,320 (year 2044), Design Load: HL 93, Features Intersected: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.450, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0252R, Location: 05-SLO-101-6.45 (Lat: 35.055194, Lng: -120.500872), Route carried "on" structure: US 101, Year Built: 2012, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 27,000 (year 2009), Truck Traffic: 21%, Average Future Daily Traffic: 54,320 (year 2044), Design Load: HL 93, Features Intersected: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.450, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0252R, Location: 05-SLO-101-6.45 (Lat: 35.055194, Lng: -120.500872), Route carried "on" structure: US 101, Year Built: 2012, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 27,000 (year 2009), Truck Traffic: 21%, Average Future Daily Traffic: 54,320 (year 2044), Design Load: HL 93, Features Intersected: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.450, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0142, Location: 0.25 MI E US 101 (Lat: 35.038608, Lng: -120.481617), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,796 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 9,485 (year 2040), Design Load: HS 20, Features Intersected: NIPOMO CREEK, Facility Carried by Structure: W TEFFT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C0142, Location: 0.25 MI E US 101 (Lat: 35.038608, Lng: -120.481617), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,796 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 9,485 (year 2040), Design Load: HS 20, Features Intersected: NIPOMO CREEK, Facility Carried by Structure: W TEFFT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0309, Location: 0.75 MI NW TEFFT ST (Lat: 35.050478, Lng: -120.484169), Route carried "on" structure: County highway , Year Built: 1916, Year Reconstructed: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,834 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: DELEISSIGUES CREEK, Facility Carried by Structure: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49C0309, Location: 0.75 MI NW TEFFT ST (Lat: 35.050478, Lng: -120.484169), Route carried "on" structure: County highway , Year Built: 1916, Year Reconstructed: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,834 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: DELEISSIGUES CREEK, Facility Carried by Structure: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49C0404, Location: 0.55 MI N CUYAMA LANE (Lat: 35.002936, Lng: -120.439467), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,688 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 7,485 (year 2040), Design Load: HS 20, Features Intersected: NIPOMO CREEK, Facility Carried by Structure: HUTTON 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 24.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C0404, Location: 0.55 MI N CUYAMA LANE (Lat: 35.002936, Lng: -120.439467), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,688 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 7,485 (year 2040), Design Load: HS 20, Features Intersected: NIPOMO CREEK, Facility Carried by Structure: HUTTON 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 24.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0424, Location: 1 MI NE DANA FOOTHILL (Lat: 35.094583, Lng: -120.502803), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 328 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2036), Design Load: HS 20+Mod, Features Intersected: LOS BERROS CREEK, Facility Carried by Structure: UPPER LOS BERROS R
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
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: December 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C0424, Location: 1 MI NE DANA FOOTHILL (Lat: 35.094583, Lng: -120.502803), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 328 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2036), Design Load: HS 20+Mod, Features Intersected: LOS BERROS CREEK, Facility Carried by Structure: UPPER LOS BERROS R
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
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: December 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0454, Location: 0.2 MI EAST OF US 101 (Lat: 35.056081, Lng: -120.499933), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: HS 20, Features Intersected: NIPOMO CREEK, Facility Carried by Structure: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C0454, Location: 0.2 MI EAST OF US 101 (Lat: 35.056081, Lng: -120.499933), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: HS 20, Features Intersected: NIPOMO CREEK, Facility Carried by Structure: WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0457, Location: W TEFFT ST AT S BURTON ST (Lat: 35.042083, Lng: -120.477064), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 9,800 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 13,725 (year 2040), Features Intersected: EAST BRANCH NIPOMO CREEK, Facility Carried by Structure: W TEFFT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.1m (46.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 49C0457, Location: W TEFFT ST AT S BURTON ST (Lat: 35.042083, Lng: -120.477064), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 9,800 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 13,725 (year 2040), Features Intersected: EAST BRANCH NIPOMO CREEK, Facility Carried by Structure: W TEFFT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.1m (46.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 49C0461, Location: AT AVOCADO AVENUE (Lat: 35.043867, Lng: -120.474681), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,216 (year 2036), Features Intersected: EAST BRANCH NIPOMO CREEK, Facility Carried by Structure: EAST TEFFT STREET
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: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: September 2018
Structure Number: 49C0461, Location: AT AVOCADO AVENUE (Lat: 35.043867, Lng: -120.474681), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,216 (year 2036), Features Intersected: EAST BRANCH NIPOMO CREEK, Facility Carried by Structure: EAST TEFFT STREET
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: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: September 2018
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Structure Number: 51C023, Location: 0.3 MI N SR 166 (Lat: 34.985864, Lng: -120.513528), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 4,195 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,165 (year 2038), Design Load: HS 20+Mod, Features Intersected: SANTA MARIA RIVER, Facility Carried by Structure: BONITA SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel, Number Of Spans In Main Unit: 9, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51C023, Location: 0.3 MI N SR 166 (Lat: 34.985864, Lng: -120.513528), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 4,195 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,165 (year 2038), Design Load: HS 20+Mod, Features Intersected: SANTA MARIA RIVER, Facility Carried by Structure: BONITA SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel, Number Of Spans In Main Unit: 9, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49 0203L, Location: 05-SLO-101-7.84 (Lat: 35.071767, Lng: -120.516267), Route carried "under" structure: County highway W100, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2008), Truck Traffic: 10%, Features Intersected: LOS BERROS ROAD, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 49 0203L, Location: 05-SLO-101-7.84 (Lat: 35.071767, Lng: -120.516267), Route carried "under" structure: County highway W100, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2008), Truck Traffic: 10%, Features Intersected: LOS BERROS ROAD, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 49 0203R, Location: 05-SLO-101-7.84 (Lat: 35.071811, Lng: -120.516000), Route carried "under" structure: County highway W100, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2008), Truck Traffic: 9%, Features Intersected: LOS BERROS ROAD, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 49 0203R, Location: 05-SLO-101-7.84 (Lat: 35.071811, Lng: -120.516000), Route carried "under" structure: County highway W100, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,800 (year 2008), Truck Traffic: 9%, Features Intersected: LOS BERROS ROAD, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 49 024, Location: 05-SLO-101-4.85 (Lat: 35.036628, Lng: -120.484808), Route carried "under" structure: US 101, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 68,400 (year 2009), Truck Traffic: 8%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: TEFFT ST
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.850, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 49 024, Location: 05-SLO-101-4.85 (Lat: 35.036628, Lng: -120.484808), Route carried "under" structure: US 101, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 68,400 (year 2009), Truck Traffic: 8%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: TEFFT ST
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.850, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)