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Bridge Statistics for Morro Bay, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 64m210ftTotal length
  • $1,412,000Total costs
  • 183,043Total average daily traffic
  • 6,833Total 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
  • 11940-1949
  • 21950-1959
  • 111960-1969
  • 11970-1979
  • 21990-1999

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 31990-1999

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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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 2030),  Design Load: H 20,  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: 8.5m (27.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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 13,  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 2030),  Design Load: H 20,  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,  Number Of Approach Spans: 2,  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: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $645,000 ( Estimate for 2010),  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: 5,700 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,386 (year 2036),  Design Load: HS 20,  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: Poor,  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 24 months,  Inspection Date: March 14,  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 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,512 (year 2035),  Design Load: H 20,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: MORRO BAY BL-N1,N1
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: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 13,  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: 30,159 (year 2030),  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: 23 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  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: 99.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 94.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 13,  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: 30,159 (year 2030),  Design Load: H 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: 26.5m (86.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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 2030),  Design Load: H 20,  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 13,  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: 3,700 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,307 (year 2035),  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: 7.9m (25.9ft)

Condition: Deck: Fair,  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 13,  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: 5,300 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,550 (year 2035),  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: Good,  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: 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 2.10m (6.89ft),  Average Daily Traffic: 24,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,159 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 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: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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 2034),  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: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 26.9 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 14
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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,  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 2034),  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: 8.5m (27.9ft),  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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Inventory Rating: 21.7 metric tons,  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,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $767,000 ( Estimate for 2010),  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 2034),  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: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  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 SR101 (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: 8.7m (28.5ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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 14,  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 2034),  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: 15.2m (49.9ft),  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: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: April 13,  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 "under" structure: State highway 1,  Year Built: 1962,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 24,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.882,  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: 1.86m (6.10ft),  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: 1.8m (5.9ft)

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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: 1.34m (4.40ft),  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: 2.10m (6.89ft),  Average Daily Traffic: 6,500 (year 2009),  Truck Traffic: 4%,  Features Intersected: ST RTE 41 (@PM 0.01),  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.001,  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)

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