Bridge Statistics for El Paso de Robles (Paso Robles), California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 49 0034R,  Location: 05-SLO-046-31.97 (Lat: 35.644403,  Lng: -120.646450),  Route carried "on" structure: State highway 46,  Year Built: 1992,  Status: Open,  Structure Length: 10.19m (33.43ft),  Average Daily Traffic: 8,050 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,983 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: HUER HUERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.970,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0035,  Location: 05-SLO-046-29.80-PSRS (Lat: 35.642650,  Lng: -120.684519),  Route carried "on" structure: State highway 46,  Year Built: 1992,  Status: Open,  Structure Length: 23.71m (77.79ft),  Average Daily Traffic: 27,100 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 65,397 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SALINAS RIVER, RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.800,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.1m (95.5ft)

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

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Structure Number: 49 0138,  Location: 05-SLO-046-34.14 (Lat: 35.656633,  Lng: -120.611847),  Route carried "on" structure: State highway 46,  Year Built: 1954,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,100 (year 2009),  Average Future Daily Traffic: 33,521 (year 2037),  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.140,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.3m (125.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 38.4m (126.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 49 0141,  Location: 05-SLO-101-48.33 (Lat: 35.513089,  Lng: -120.699656),  Route carried "on" structure: County highway Y054,  Year Built: 1967,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 4,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,626 (year 2037),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: DEL RIO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.4 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: 32.7 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: 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 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0145,  Location: 05-SLO-101-56.88-PSRS (Lat: 35.627894,  Lng: -120.686794),  Route carried "on" structure: City street Z654,  Year Built: 1958,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 16,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,562 (year 2043),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 49 0148L,  Location: 05-SLO-101-58.76-PSRS (Lat: 35.652944,  Lng: -120.692564),  Route carried "on" structure: US 101,  Year Built: 1958,  Status: Open,  Structure Length: 18.78m (61.61ft),  Average Daily Traffic: 11,500 (year 2009),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,303 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR, AMTRAK, SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.760,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.78m (61.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: June 2020,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $1,803,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $3,029,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 49 0148R,  Location: 05-SLO-101-58.76-PSRS (Lat: 35.653261,  Lng: -120.692833),  Route carried "on" structure: US 101,  Year Built: 1958,  Status: Open,  Structure Length: 18.78m (61.61ft),  Average Daily Traffic: 11,500 (year 2009),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,303 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR, AMTRAK, SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.760,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.78m (61.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: June 2020,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $1,803,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $3,029,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 49 0149L,  Location: 05-SLO-101-55.72-PSRS (Lat: 35.612092,  Lng: -120.690953),  Route carried "on" structure: US 101,  Year Built: 1958,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 30,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,694 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR,AMTRAK,N101-SPRING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.720,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.5 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: 22.7 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.34m (70.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: June 2020,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $2,004,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $3,366,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0149R,  Location: 05-SLO-101-55.67-PSRS (Lat: 35.611411,  Lng: -120.690872),  Route carried "on" structure: US 101,  Year Built: 1958,  Status: Open,  Structure Length: 19.08m (62.60ft),  Average Daily Traffic: 30,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,694 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR, HWY 101 N OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.670,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.8 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: 24.6 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.08m (62.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: June 2020,  Other Special Inspection Date: June 2020,  Bridge Improvement Cost: $1,954,000,  Roadway Improvement Cost: $390,000,  Total Project Cost: $3,282,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 016,  Location: 05-SLO-101-44.01-ATAS (Lat: 35.465783,  Lng: -120.651503),  Route carried "on" structure: City street Y069,  Year Built: 1956,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 560 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 962 (year 2041),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: SANTA ROSA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0165L,  Location: 05-SLO-101-57.91-PSRS (Lat: 35.642333,  Lng: -120.685044),  Route carried "on" structure: US 101,  Year Built: 1992,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 30,824 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 46 (@PM 29.76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.910,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 49 0165R,  Location: 05-SLO-101-57.91-PSRS (Lat: 35.642414,  Lng: -120.684808),  Route carried "on" structure: US 101,  Year Built: 1992,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 30,824 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 46 (@PM 29.76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.910,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 49 019,  Location: 05-SLO-101-27.50-SLO (Lat: 35.265678,  Lng: -120.673872),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 22,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,008 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: US HWY 101 (@PM 27.50),  Facility Carried by Structure: MADONNA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.1m (85.6ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0196L,  Location: 05-SLO-101-54.11-PSRS (Lat: 35.589208,  Lng: -120.695661),  Route carried "on" structure: US 101,  Year Built: 1966,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 27,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,836 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 46 (@PM 21.96)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.110,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $680,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 49 0196R,  Location: 05-SLO-101-54.11-PSRS (Lat: 35.589183,  Lng: -120.695422),  Route carried "on" structure: US 101,  Year Built: 1966,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 27,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,836 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 46 (@PM 21.96)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.110,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $680,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 49 022,  Location: 05-SLO-227-R8.69 (Lat: 35.220575,  Lng: -120.619764),  Route carried "on" structure: State highway 227,  Year Built: 1978,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 12,900 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,282 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0224,  Location: 05-SLO-101-55.97-PSRS (Lat: 35.615161,  Lng: -120.689836),  Route carried "on" structure: County highway ,  Year Built: 1987,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 41.54m (136.29ft),  Average Daily Traffic: 30,055 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,008 (year 2041),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: NIBLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49 0227F,  Location: 05-SLO-046-29.81-PSRS (Lat: 35.643286,  Lng: -120.684872),  Route carried "on" structure: Ramp State highway 46,  Year Built: 1992,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 6,840 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,037 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SALINAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.810,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 49 0228G,  Location: 05-SLO-101-57.85-PSRS (Lat: 35.641908,  Lng: -120.684222),  Route carried "on" structure: Ramp US 101,  Year Built: 1992,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 7,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,724 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SALINAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.850,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 49C0048,  Location: AT ESTRELLA RD (Lat: 35.702094,  Lng: -120.603225),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 249 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 849 (year 2042),  Design Load: HS 20,  Features Intersected: ESTRELLA RIVER,  Facility Carried by Structure: ESTRELLA ROAD
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),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 79.1 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: 58.6 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0052,  Location: 1.5 MI S WELLONA AVE (Lat: 35.675339,  Lng: -120.686464),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 269 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 205 (year 2040),  Design Load: H 15,  Features Intersected: HUER HUERO CREEK,  Facility Carried by Structure: RIVER ROAD
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),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $455,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0055,  Location: 0.75 MI N OF SR 46 (Lat: 35.653175,  Lng: -120.640497),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,260 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,328 (year 2039),  Features Intersected: DRY CREEK,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 49C0216,  Location: 0.5 MI E PLEASANT RD (Lat: 35.717758,  Lng: -120.630906),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 529 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 523 (year 2039),  Features Intersected: RANCHITA CANYON CREEK,  Facility Carried by Structure: ESTRELLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0297,  Location: 1.5 MI S OF SR 46 (Lat: 35.635164,  Lng: -120.628639),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 5,032 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,623 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: HUER HUERO CREEK,  Facility Carried by Structure: UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0314,  Location: IN PASO ROBLES (Lat: 35.628108,  Lng: -120.685178),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 15,000 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,354 (year 2041),  Design Load: HS 20,  Features Intersected: SALINAS RIVER,  Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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 minimum criteria,  Length Of Structure Improvement: 15.03m (49.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0346,  Location: 1.55 MI S WELLSONA AVE (Lat: 35.674747,  Lng: -120.686814),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Posted for load-capacity,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 569 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,160 (year 2041),  Features Intersected: HUER HUERO CREEK,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  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: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $923,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0351,  Location: 2.15 MI SOUTH OF SR 1 (Lat: 35.334819,  Lng: -120.823253),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 15,232 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,620 (year 2040),  Design Load: H 15,  Features Intersected: LOS OSOS CREEK,  Facility Carried by Structure: SOUTH BAY BLVD
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 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: 22.7 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0357,  Location: 0.18 MI E SPRING ST (Lat: 35.639336,  Lng: -120.689303),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 15,682 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,244 (year 2041),  Design Load: H 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $702,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49C0428,  Location: BETWEEN BRANCH & GENESEO (Lat: 35.637547,  Lng: -120.572047),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 801 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,200 (year 2039),  Features Intersected: DRY CREEK,  Facility Carried by Structure: UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49 0145,  Location: 05-SLO-101-56.88-PSRS (Lat: 35.627894,  Lng: -120.686794),  Route carried "under" structure: US 101,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2009),  Truck Traffic: 11%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 56.880,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 49 0149L,  Location: 05-SLO-101-55.72-PSRS (Lat: 35.612092,  Lng: -120.690953),  Route carried "under" structure: Ramp State highway 101,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: UP RR,AMTRAK,N101-SPRING
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 55.720,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 49 0149R,  Location: 05-SLO-101-55.67-PSRS (Lat: 35.611411,  Lng: -120.690872),  Route carried "under" structure: Ramp US 101,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2013),  Truck Traffic: 7%,  Features Intersected: UP RR, HWY 101 N OFFRAMP
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 55.670,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 49 0165L,  Location: 05-SLO-101-57.91-PSRS (Lat: 35.642333,  Lng: -120.685044),  Route carried "under" structure: State highway 46,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: ST RTE 46 (@PM 29.76),  Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 29.770,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 49 0165R,  Location: 05-SLO-101-57.91-PSRS (Lat: 35.642414,  Lng: -120.684808),  Route carried "under" structure: State highway 46,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: ST RTE 46 (@PM 29.76),  Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 29.770,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 49 0196L,  Location: 05-SLO-101-54.11-PSRS (Lat: 35.589208,  Lng: -120.695661),  Route carried "under" structure: State highway 46,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: SR 46 (@PM 21.96),  Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 21.960,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 49 0196R,  Location: 05-SLO-101-54.11-PSRS (Lat: 35.589183,  Lng: -120.695422),  Route carried "under" structure: State highway 46,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: SR 46 (@PM 21.96),  Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 21.960,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 49 0224,  Location: 05-SLO-101-55.97-PSRS (Lat: 35.615161,  Lng: -120.689836),  Route carried "under" structure: US 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2009),  Truck Traffic: 11%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: NIBLICK ROAD
Minimum Vertical Clearance: 6.90m (22.64ft),  Kilometerpoint: 55.970,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)