Bridge Statistics for Morro Bay, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 187ft / 57.3mTotal length
- 219,344Total average daily traffic
- 8,317Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Morro Bay
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31940-1949
- 41950-1959
- 111960-1969
- 11970-1979
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 46.7%Good
- 33.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 56.3%Good
- 12.5%Satisfactory
- 31.3%Fair
- Bridge Condition - Substructure
- 81.3%Good
- 6.3%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 31.3%Very good
- 37.5%Good
- 12.5%Satisfactory
- 6.3%Serious
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Structure Number: 49 0064, Location: 05-SLO-001-25.71 (Lat: 35.355247, Lng: -120.786367), Route carried "on" structure: State highway 1, Year Built: 1959, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,700 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 33,753 (year 2043), Features Intersected: SAN LUISITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.710, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, 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
Structure Number: 49 0064, Location: 05-SLO-001-25.71 (Lat: 35.355247, Lng: -120.786367), Route carried "on" structure: State highway 1, Year Built: 1959, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,700 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 33,753 (year 2043), Features Intersected: SAN LUISITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.710, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, 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
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Structure Number: 49 0066, Location: 05-SLO-001-26.86 (Lat: 35.361447, Lng: -120.805414), Route carried "on" structure: State highway 1, Year Built: 1948, Year Reconstructed: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,700 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 33,753 (year 2043), Features Intersected: SAN BERNARDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.860, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Channel: 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, Deck Geometry: Superior to present desirable criteria, 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
Structure Number: 49 0066, Location: 05-SLO-001-26.86 (Lat: 35.361447, Lng: -120.805414), Route carried "on" structure: State highway 1, Year Built: 1948, Year Reconstructed: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,700 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 33,753 (year 2043), Features Intersected: SAN BERNARDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.860, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Channel: 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, Deck Geometry: Superior to present desirable criteria, 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
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Structure Number: 49 0068L, Location: 05-SLO-001-32.61 (Lat: 35.412406, Lng: -120.872942), Route carried "on" structure: State highway 1, Year Built: 1962, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 6,250 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 7,943 (year 2039), Design Load: HS 20+Mod, Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.610, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49 0068L, Location: 05-SLO-001-32.61 (Lat: 35.412406, Lng: -120.872942), Route carried "on" structure: State highway 1, Year Built: 1962, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 6,250 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 7,943 (year 2039), Design Load: HS 20+Mod, Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.610, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49 0068R, Location: 05-SLO-001-32.61 (Lat: 35.412378, Lng: -120.872725), Route carried "on" structure: State highway 1, Year Built: 1941, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,250 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 7,943 (year 2039), Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.610, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Superior to present desirable criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49 0068R, Location: 05-SLO-001-32.61 (Lat: 35.412378, Lng: -120.872725), Route carried "on" structure: State highway 1, Year Built: 1941, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,250 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 7,943 (year 2039), Features Intersected: TORO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.610, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Superior to present desirable criteria, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49 0103, Location: 05-SLO-227-7.10 (Lat: 35.200608, Lng: -120.608569), Route carried "on" structure: State highway 227, Year Built: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,650 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 6,325 (year 2042), Design Load: HS 20+Mod, Features Intersected: EAST CORRAL DE PIEDRA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.100, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0103, Location: 05-SLO-227-7.10 (Lat: 35.200608, Lng: -120.608569), Route carried "on" structure: State highway 227, Year Built: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,650 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 6,325 (year 2042), Design Load: HS 20+Mod, Features Intersected: EAST CORRAL DE PIEDRA CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.100, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0108, Location: 05-SLO-001-28.82-MOBY (Lat: 35.367050, Lng: -120.839711), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 8,433 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 10,512 (year 2041), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 1, Facility Carried by Structure: MORRO BAY BLVD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 26.6 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: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 49 0108, Location: 05-SLO-001-28.82-MOBY (Lat: 35.367050, Lng: -120.839711), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 8,433 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 10,512 (year 2041), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 1, Facility Carried by Structure: MORRO BAY BLVD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 26.6 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: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 49 0109, Location: 05-SLO-001-29.62-MOBY (Lat: 35.373569, Lng: -120.851258), Route carried "on" structure: State highway 1, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 32,342 (year 2043), Design Load: H 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.620, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0109, Location: 05-SLO-001-29.62-MOBY (Lat: 35.373569, Lng: -120.851258), Route carried "on" structure: State highway 1, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 32,342 (year 2043), Design Load: H 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.620, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0177, Location: 05-SLO-001-27.88 (Lat: 35.364306, Lng: -120.823219), Route carried "on" structure: State highway 1, Year Built: 1959, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 32,342 (year 2043), Design Load: HS 20, Features Intersected: BAYWOOD PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.880, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 49 0177, Location: 05-SLO-001-27.88 (Lat: 35.364306, Lng: -120.823219), Route carried "on" structure: State highway 1, Year Built: 1959, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 32,342 (year 2043), Design Load: HS 20, Features Intersected: BAYWOOD PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.880, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 49 0181, Location: 05-SLO-001-30.00 (Lat: 35.378108, Lng: -120.854783), Route carried "on" structure: State highway 1, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 30,159 (year 2039), Design Load: HS 20+Mod, Features Intersected: MORRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.000, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Superior to present desirable criteria, 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: 49 0181, Location: 05-SLO-001-30.00 (Lat: 35.378108, Lng: -120.854783), Route carried "on" structure: State highway 1, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 30,159 (year 2039), Design Load: HS 20+Mod, Features Intersected: MORRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.000, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Superior to present desirable criteria, 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: 49 0181G, Location: 05-SLO-001-30.00-MOBY (Lat: 35.378164, Lng: -120.854636), Route carried "on" structure: Ramp State highway 1, Year Built: 1962, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,200 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 6,307 (year 2039), Design Load: HS 20+Mod, Features Intersected: MORRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0181G, Location: 05-SLO-001-30.00-MOBY (Lat: 35.378164, Lng: -120.854636), Route carried "on" structure: Ramp State highway 1, Year Built: 1962, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,200 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 6,307 (year 2039), Design Load: HS 20+Mod, Features Intersected: MORRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0181H, Location: 05-SLO-041-0.01-MOBY (Lat: 35.378033, Lng: -120.855100), Route carried "on" structure: Ramp State highway 41, Year Built: 1962, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 8,550 (year 2039), Design Load: HS 20+Mod, Features Intersected: MORRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Serious, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49 0181H, Location: 05-SLO-041-0.01-MOBY (Lat: 35.378033, Lng: -120.855100), Route carried "on" structure: Ramp State highway 41, Year Built: 1962, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 8,550 (year 2039), Design Load: HS 20+Mod, Features Intersected: MORRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Serious, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49 0182, Location: 05-SLO-001-30.14 (Lat: 35.380006, Lng: -120.855361), Route carried "on" structure: State highway 1, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 32,342 (year 2043), Design Load: HS 20+Mod, Features Intersected: SR 41 (@PM 0.01)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.140, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 49 0182, Location: 05-SLO-001-30.14 (Lat: 35.380006, Lng: -120.855361), Route carried "on" structure: State highway 1, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 32,342 (year 2043), Design Load: HS 20+Mod, Features Intersected: SR 41 (@PM 0.01)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.140, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 49C0235, Location: 0.15 MI N SR 1 (Lat: 35.357131, Lng: -120.782561), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 363 (year 2041), Features Intersected: SAN LUISITO CREEK, Facility Carried by Structure: SAN LUISITO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C0235, Location: 0.15 MI N SR 1 (Lat: 35.357131, Lng: -120.782561), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 363 (year 2041), Features Intersected: SAN LUISITO CREEK, Facility Carried by Structure: SAN LUISITO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0243, Location: 0.3 MI SE OF RTE 1 (Lat: 35.400322, Lng: -120.866147), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 339 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 522 (year 2038), Features Intersected: BEACH CREEK, Facility Carried by Structure: BEACHCOMBER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 49C0243, Location: 0.3 MI SE OF RTE 1 (Lat: 35.400322, Lng: -120.866147), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 339 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 522 (year 2038), Features Intersected: BEACH CREEK, Facility Carried by Structure: BEACHCOMBER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 49C033, Location: 0.2 MI SW OF SR 227 (Lat: 35.198056, Lng: -120.610883), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 6,003 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 8,552 (year 2039), Design Load: HS 20, Features Intersected: W BR CORRAL DE PIEDRA CR, Facility Carried by Structure: PRICE CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 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: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C033, Location: 0.2 MI SW OF SR 227 (Lat: 35.198056, Lng: -120.610883), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 6,003 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 8,552 (year 2039), Design Load: HS 20, Features Intersected: W BR CORRAL DE PIEDRA CR, Facility Carried by Structure: PRICE CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 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: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0334, Location: 0.15 MI S OF RTE 41 (Lat: 35.378214, Lng: -120.854339), Route carried "on" structure: City street , Year Built: 1921, Year Reconstructed: 1955, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 8,500 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2038), Design Load: HS 20, Features Intersected: MORRO CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.4 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: 15.9 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49C0334, Location: 0.15 MI S OF RTE 41 (Lat: 35.378214, Lng: -120.854339), Route carried "on" structure: City street , Year Built: 1921, Year Reconstructed: 1955, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 8,500 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2038), Design Load: HS 20, Features Intersected: MORRO CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.4 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: 15.9 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49C042, Location: 4 MI E US101 (Lat: 35.600614, Lng: -120.603492), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 1,568 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,665 (year 2036), Design Load: HS 20+Mod, Features Intersected: HUER HUERO CREEK, Facility Carried by Structure: LINNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C042, Location: 4 MI E US101 (Lat: 35.600614, Lng: -120.603492), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 1,568 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,665 (year 2036), Design Load: HS 20+Mod, Features Intersected: HUER HUERO CREEK, Facility Carried by Structure: LINNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0426, Location: 1 MILE SOUTH OF HIGHWAY 1 (Lat: 35.354033, Lng: -120.827508), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,576 (year 2036), Design Load: HS 20+Mod, Features Intersected: CHORRO CREEK, Facility Carried by Structure: SOUTH BAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 49C0426, Location: 1 MILE SOUTH OF HIGHWAY 1 (Lat: 35.354033, Lng: -120.827508), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 2,576 (year 2036), Design Load: HS 20+Mod, Features Intersected: CHORRO CREEK, Facility Carried by Structure: SOUTH BAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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: April 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 49C0429, Location: 0.3 MI SW OF SR 1 (Lat: 35.353178, Lng: -120.788814), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 161 (year 2036), Features Intersected: CHORRO CREEK, Facility Carried by Structure: CANET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
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, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: 49C0429, Location: 0.3 MI SW OF SR 1 (Lat: 35.353178, Lng: -120.788814), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 161 (year 2036), Features Intersected: CHORRO CREEK, Facility Carried by Structure: CANET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
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, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: 49C0456, Location: 0.1 MI W. OF SAN LUISITO (Lat: 35.355867, Lng: -120.786369), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 101 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 399 (year 2040), Features Intersected: SAN LUISITO CREEK, Facility Carried by Structure: ADOBE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 49C0456, Location: 0.1 MI W. OF SAN LUISITO (Lat: 35.355867, Lng: -120.786369), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 101 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 399 (year 2040), Features Intersected: SAN LUISITO CREEK, Facility Carried by Structure: ADOBE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 49 0108, Location: 05-SLO-001-28.82-MOBY (Lat: 35.367050, Lng: -120.839711), Route carried "under" structure: State highway 1, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Features Intersected: STATE ROUTE 1, Facility Carried by Structure: MORRO BAY BLVD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 28.820, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 49 0108, Location: 05-SLO-001-28.82-MOBY (Lat: 35.367050, Lng: -120.839711), Route carried "under" structure: State highway 1, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2009), Truck Traffic: 4%, Features Intersected: STATE ROUTE 1, Facility Carried by Structure: MORRO BAY BLVD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 28.820, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 49 0109, Location: 05-SLO-001-29.62-MOBY (Lat: 35.373569, Lng: -120.851258), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 1%, Features Intersected: MAIN STREET, Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.1m (59.4ft)
Structure Number: 49 0109, Location: 05-SLO-001-29.62-MOBY (Lat: 35.373569, Lng: -120.851258), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 1%, Features Intersected: MAIN STREET, Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.1m (59.4ft)
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Structure Number: 49 0177, Location: 05-SLO-001-27.88 (Lat: 35.364306, Lng: -120.823219), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 1%, Features Intersected: BAYWOOD PARK ROAD, Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 49 0177, Location: 05-SLO-001-27.88 (Lat: 35.364306, Lng: -120.823219), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2009), Truck Traffic: 1%, Features Intersected: BAYWOOD PARK ROAD, Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 49 0182, Location: 05-SLO-001-30.14 (Lat: 35.380006, Lng: -120.855361), Route carried "under" structure: State highway 41, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2009), Truck Traffic: 4%, Features Intersected: SR 41 (@PM 0.01), Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.010, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 49 0182, Location: 05-SLO-001-30.14 (Lat: 35.380006, Lng: -120.855361), Route carried "under" structure: State highway 41, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2009), Truck Traffic: 4%, Features Intersected: SR 41 (@PM 0.01), Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.010, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)