Bridge Statistics for Santa Maria, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 49 0111,  Location: 05-SLO-101-0.09 (Lat: 34.985681,  Lng: -120.432931),  Route carried "on" structure: US 101,  Year Built: 1962,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 63.72m (209.06ft),  Average Daily Traffic: 56,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 112,090 (year 2042),  Design Load: HL 93,  Features Intersected: SANTA MARIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.0m,  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0121R,  Location: 05-SLO-101-0.80 (Lat: 34.996117,  Lng: -120.434522),  Route carried "on" structure: US 101,  Year Built: 1962,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 25,500 (year 2009),  Average Future Daily Traffic: 49,706 (year 2038),  Design Load: HS 20,  Features Intersected: ST RTE 166 (@PM 8.93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51 004,  Location: 05-SB-101-89.13-SMRA (Lat: 34.960211,  Lng: -120.418858),  Route carried "on" structure: City street J083,  Year Built: 1972,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 48,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 79,116 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US HWY 101 & BRADLEY CHN,  Facility Carried by Structure: ALVIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 0199,  Location: 05-SB-101-87.60 (Lat: 34.938242,  Lng: -120.418089),  Route carried "on" structure: US 101,  Year Built: 1997,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 3,210 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,118 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: STOWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.600,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.6m (100.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 02,  Location: 05-SB-101-88.10-SMRA (Lat: 34.945525,  Lng: -120.417497),  Route carried "on" structure: US 101,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 58,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 105,522 (year 2042),  Design Load: HS 20,  Features Intersected: JONES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.100,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 0202,  Location: 05-SB-101-89.69-SMRA (Lat: 34.967606,  Lng: -120.423306),  Route carried "on" structure: Alternate City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,020 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: DONOVAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.0m (108.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 0203E,  Location: 05-SB-135-17.78-SMRA (Lat: 34.981078,  Lng: -120.431661),  Route carried "on" structure: State highway 135,  Year Built: 1962,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 20,900 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,787 (year 2043),  Design Load: HS 20,  Features Intersected: US HWY 101 (@PM 90.75)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.780,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.7m (51.5ft),  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: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 0238,  Location: 05-SB-135-17.55-SMRA (Lat: 34.978575,  Lng: -120.434783),  Route carried "on" structure: State highway 135,  Year Built: 1974,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,900 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,787 (year 2043),  Design Load: HS 20,  Features Intersected: BRADLEY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.550,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2021

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Structure Number: 51 0306,  Location: 05-SB-101-86.59 (Lat: 34.923461,  Lng: -120.418211),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 5,574 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,805 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: BETTERAVIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.590,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 0309S,  Location: 05-SB-101-88.54-SMRA (Lat: 34.951433,  Lng: -120.416764),  Route carried "on" structure: Ramp US 101,  Year Built: 1997,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,686 (year 2036),  Features Intersected: BRADLEY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.540,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51 0310S,  Location: 05-SB-101-88.68-SMRA (Lat: 34.953636,  Lng: -120.416411),  Route carried "on" structure: Ramp US 101,  Year Built: 1997,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 16,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,728 (year 2036),  Features Intersected: BRADLEY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.680,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018

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Structure Number: 51C0035,  Location: 2.0 MI N ASSOCIATED RD (Lat: 34.875597,  Lng: -120.514225),  Route carried "on" structure: County highway ,  Year Built: 1943,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 1,003 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,011 (year 2038),  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: BLACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 22.4 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: 17.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51C0313,  Location: 1 MI E PHILBRIC RD (Lat: 34.923164,  Lng: -120.356233),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 4,021 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,851 (year 2038),  Design Load: HS 20,  Features Intersected: BRADLEY CANYON CHANNEL,  Facility Carried by Structure: BETTERAVIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  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: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 33.4 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51C0331,  Location: EAST OF SUEY PARK (Lat: 34.968394,  Lng: -120.404214),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,165 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANTA MARIA RIVER,  Facility Carried by Structure: SUEY CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 51C0332,  Location: @ BLOSSER ROAD (Lat: 34.977211,  Lng: -120.453269),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,400 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,579 (year 2038),  Features Intersected: BLOSSER CHANNEL,  Facility Carried by Structure: RANCHO VERDE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51C0333,  Location: @ BLOSSER ROAD (Lat: 34.975064,  Lng: -120.453306),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,724 (year 2036),  Features Intersected: BLOSSER CHANNEL,  Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51C0334,  Location: @ CANAL STREET (Lat: 34.982108,  Lng: -120.444431),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,724 (year 2036),  Features Intersected: BRADLEY CHANNEL,  Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51C0335,  Location: 0.2 MI S SEAWARD DRIVE (Lat: 34.973200,  Lng: -120.422128),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 408 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BRADLEY CHANNEL,  Facility Carried by Structure: CARLOTTI DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 51C0336,  Location: 0.15 MI S SEAWARD DRIVE (Lat: 34.971742,  Lng: -120.418125),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 408 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BRADLEY CHANNEL,  Facility Carried by Structure: LAUREN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 51C0364,  Location: 0.2 MI N OF E ALVIN (Lat: 34.962764,  Lng: -120.417878),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 408 (year 2038),  Features Intersected: BRADLEY CHANNEL,  Facility Carried by Structure: STOKES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 51C0365,  Location: AT N BLOSSER ROAD (Lat: 34.967683,  Lng: -120.453269),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BLOSSER CHANNEL,  Facility Carried by Structure: W DONOVAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51C0366,  Location: AT N BLOSSER ROAD (Lat: 34.969311,  Lng: -120.453392),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 306 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BLOSSER CHANNEL,  Facility Carried by Structure: COX LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51C0367,  Location: AT BATTLES ROAD (Lat: 34.931814,  Lng: -120.454061),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,800 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,958 (year 2036),  Design Load: HS 20,  Features Intersected: BLOSSER CHANNEL,  Facility Carried by Structure: BLOSSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: 51C0369,  Location: 0.2 MI N STATE ROUTE 1 (Lat: 34.883553,  Lng: -120.495264),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 4,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,415 (year 2038),  Design Load: HL 93,  Features Intersected: SOLOMON CANYON CREEK,  Facility Carried by Structure: BLACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0121L,  Location: 05-SLO-101-0.80 (Lat: 34.996075,  Lng: -120.434764),  Route carried "under" structure: State highway 166,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2009),  Truck Traffic: 23%,  Features Intersected: ST RTE 166 (@PM 8.93),  Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 49 0121R,  Location: 05-SLO-101-0.80 (Lat: 34.996117,  Lng: -120.434522),  Route carried "under" structure: State highway 166,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2009),  Truck Traffic: 23%,  Features Intersected: ST RTE 166 (@PM 8.93),  Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 51 004,  Location: 05-SB-101-89.13-SMRA (Lat: 34.960211,  Lng: -120.418858),  Route carried "under" structure: US 101,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: US HWY 101 & BRADLEY CHN,  Facility Carried by Structure: ALVIN AVE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 89.130,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 51 0199,  Location: 05-SB-101-87.60 (Lat: 34.938242,  Lng: -120.418089),  Route carried "under" structure: US 101,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: STOWELL RD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 87.600,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 51 0201,  Location: 05-SB-101-88.60-SMRA (Lat: 34.952794,  Lng: -120.417097),  Route carried "under" structure: State highway 166,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 166,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 8.920,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 51 0202,  Location: 05-SB-101-89.69-SMRA (Lat: 34.967606,  Lng: -120.423306),  Route carried "under" structure: US 101,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: DONOVAN RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 89.690,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 51 0203E,  Location: 05-SB-135-17.78-SMRA (Lat: 34.981078,  Lng: -120.431661),  Route carried "under" structure: US 101,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: US HWY 101 (@PM 90.75)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 90.750,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.7m (51.5ft)

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Structure Number: 51 0301,  Location: 05-SB-135-15.65-SMRA (Lat: 34.951644,  Lng: -120.436128),  Route carried "under" structure: State highway 135,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 135,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 15.650,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 51 0306,  Location: 05-SB-101-86.59 (Lat: 34.923461,  Lng: -120.418211),  Route carried "under" structure: US 101,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: BETTERAVIA ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 86.590,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.5m (103.3ft)