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

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Structure Number: 35 0081G,  Location: 04-SM-101-5.39-RDWC (Lat: 37.490100,  Lng: -122.211608),  Route carried "on" structure: Ramp US 101,  Year Built: 1958,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 12,600 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,114 (year 2037),  Design Load: HS 20,  Features Intersected: WOODSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0089,  Location: 04-SM-101-17.95-MLBR (Lat: 37.601842,  Lng: -122.381433),  Route carried "on" structure: City street D007,  Year Built: 1947,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 24.85m (81.53ft),  Average Daily Traffic: 53,747 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 74,818 (year 2038),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLBRAE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 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: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0126,  Location: 04-SM-101-18.09-MLBR (Lat: 37.604061,  Lng: -122.382264),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 226,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 279,030 (year 2038),  Features Intersected: MILLBRAE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.090,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 35 0211L,  Location: 04-SM-280-R17.92-MLBR (Lat: 37.589114,  Lng: -122.412458),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 54,500 (year 2009),  Average Future Daily Traffic: 74,148 (year 2038),  Design Load: HS 20,  Features Intersected: HILLCREST BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.920,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0211R,  Location: 04-SM-280-R17.92-MLBR (Lat: 37.589261,  Lng: -122.412219),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 54,500 (year 2009),  Average Future Daily Traffic: 74,148 (year 2038),  Design Load: HS 20,  Features Intersected: HILLCREST BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.920,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0216L,  Location: 04-SM-280-R18.52-MLBR (Lat: 37.596003,  Lng: -122.419258),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 51,500 (year 2009),  Average Future Daily Traffic: 70,297 (year 2038),  Design Load: HS 20,  Features Intersected: LARKSPUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.520,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0216R,  Location: 04-SM-280-R18.52-MLBR (Lat: 37.596128,  Lng: -122.419017),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 51,500 (year 2009),  Average Future Daily Traffic: 70,297 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LARKSPUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.520,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 27.9m (91.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0274K,  Location: 04-SM-101-19.09 (Lat: 37.611853,  Lng: -122.395408),  Route carried "on" structure: Ramp US 101,  Year Built: 1987,  Status: Open,  Structure Length: 33.08m (108.53ft),  Average Daily Traffic: 16,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,255 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 19.090,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  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: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 66.0m (216.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0275K,  Location: 04-SM-101-19.26 (Lat: 37.614303,  Lng: -122.393833),  Route carried "on" structure: Ramp US 101,  Year Built: 1987,  Status: Open,  Structure Length: 49.34m (161.88ft),  Average Daily Traffic: 15,900 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,255 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 19.260,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes,  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: 10,  Number Of Approach Spans: 6,  Length of Maximum Span: 75.0m (246.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0323K,  Location: 04-SM-101-19.12 (Lat: 37.613608,  Lng: -122.395692),  Route carried "on" structure: Ramp US 101,  Year Built: 2000,  Status: Open,  Structure Length: 47.75m (156.66ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,101 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US 101, 2 AIRPRT-S101 ON
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 19.120,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 6,  Length of Maximum Span: 44.7m (146.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0324K,  Location: 04-SM-101-19.29 (Lat: 37.613147,  Lng: -122.396764),  Route carried "on" structure: Ramp Interstate 101,  Year Built: 2000,  Status: Open,  Structure Length: 27.00m (88.58ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,101 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 19.290,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0327S,  Location: 04-SM-101-18.54 (Lat: 37.608592,  Lng: -122.388967),  Route carried "on" structure: Ramp US 101,  Year Built: 2000,  Status: Open,  Structure Length: 64.10m (210.30ft),  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,101 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MILLBRAE AV-N101 ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.540,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 20,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0131,  Location: EAST OF US 101 (Lat: 37.615697,  Lng: -122.388953),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 64,200 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,011 (year 2042),  Design Load: HS 20,  Features Intersected: EAST UNDERCROSSING,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.4m (221.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 67.4m (221.1ft),  Out-to-Out Width: 67.4m (221.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to 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: 35C0131K,  Location: EAST OF US 101 (Lat: 37.616081,  Lng: -122.389097),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 19,170 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,034 (year 2042),  Design Load: HS 20,  Features Intersected: R-1N OFF-RAMP,  Facility Carried by Structure: ROAD-1 NORTH
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to 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: 35C0131S,  Location: EAST OF US 101 (Lat: 37.615308,  Lng: -122.388783),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 19,170 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,034 (year 2042),  Design Load: HS 20,  Features Intersected: R-1S OFF-RAMP,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to 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: 35C0133,  Location: EAST OF US RT 101 (Lat: 37.615294,  Lng: -122.387928),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 115.97m (380.48ft),  Average Daily Traffic: 19,170 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,034 (year 2042),  Design Load: H 20,  Features Intersected: ARRIVING FLIGHT TRAFFIC,  Facility Carried by Structure: DEPARTING FLT TRFC
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 55,  Number Of Approach Spans: 10,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 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: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 115.97m (380.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $32,169,000,  Roadway Improvement Cost: $6,433,000,  Total Project Cost: $54,043,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0134,  Location: TERMINAL 1 - AREA A (Lat: 37.615003,  Lng: -122.386764),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,531 (year 2044),  Design Load: HS 20,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0135,  Location: TERMINAL 1 - AREA B (Lat: 37.614869,  Lng: -122.385525),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,531 (year 2044),  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0136,  Location: TERMINAL 1 - AREA C (Lat: 37.615692,  Lng: -122.384553),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,531 (year 2044),  Design Load: HS 20,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0137,  Location: TERMINAL 2 - AREA D (Lat: 37.616728,  Lng: -122.384433),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,531 (year 2044),  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0138,  Location: TERMINAL 3 - AREA E (Lat: 37.617578,  Lng: -122.385244),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,531 (year 2044),  Design Load: HS 20,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0139,  Location: TERMINAL 3 - AREA F (Lat: 37.617828,  Lng: -122.386686),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,531 (year 2044),  Design Load: H 15,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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 replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35C0140R,  Location: EAST OF SH 101 (Lat: 37.614333,  Lng: -122.393231),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 33,710 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,251 (year 2042),  Design Load: HS 20,  Features Intersected: MCDONNELL RD,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: 35C0177,  Location: A1 - B7 OF 35 0274K (Lat: 37.613917,  Lng: -122.395839),  Route carried "on" structure: Business County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 10,270 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,304 (year 2042),  Features Intersected: AIRPORT PROPERTY,  Facility Carried by Structure: SF AIRPORT-S101 ON
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $848,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0178,  Location: H16 TO A26 OF 35 0275K (Lat: 37.613933,  Lng: -122.395244),  Route carried "on" structure: Ramp Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 19,252 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,304 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 101,  Facility Carried by Structure: AIRPORT TERM OFF-R
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0179K,  Location: RAMP TO RTE SB 101 (Lat: 37.615125,  Lng: -122.393136),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 42.90m (140.75ft),  Average Daily Traffic: 23,880 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,034 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 101,  Facility Carried by Structure: AIRPORT TERM ON-RP
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 17,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0181S,  Location: SIU H19 & NIU HP TO B22 (Lat: 37.611994,  Lng: -122.394178),  Route carried "on" structure: Ramp City street ,  Year Built: 1996,  Status: Open,  Structure Length: 36.12m (118.50ft),  Average Daily Traffic: 7,630 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,034 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NB101-SFO DOMESTIC TRMNL,  Facility Carried by Structure: S101-SFO INTERNTNL
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0182S,  Location: RAMP FROM RTE SB 101 (Lat: 37.612061,  Lng: -122.394106),  Route carried "on" structure: State highway 101,  Year Built: 1996,  Status: Open,  Structure Length: 60.90m (199.80ft),  Average Daily Traffic: 18,400 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,034 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US 101,  Facility Carried by Structure: AIRPORT TERM OFF-R
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 18.980,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 9,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0185,  Location: 0.3 MI E/O N. MACDONNELL (Lat: 37.614253,  Lng: -122.392539),  Route carried "on" structure: Business Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 14.67m (48.13ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 436 (year 2042),  Features Intersected: NORTH/SOUTH GARAGE,  Facility Carried by Structure: GARAGE CONNECTOR
Minimum Vertical Clearance: 2.57m (8.43ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 53.7m (176.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0195,  Location: EAST OF MCDONNELL ROAD (Lat: 37.615642,  Lng: -122.390144),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 93.35m (306.27ft),  Average Daily Traffic: 18,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,482 (year 2044),  Design Load: HS 20,  Features Intersected: AIRPORT ACCESS ROAD,  Facility Carried by Structure: INTERNATIONAL VIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 16,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 40,  Length of Maximum Span: 39.7m (130.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0196,  Location: AT N.MCDONNELL RD (Lat: 37.614242,  Lng: -122.394769),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 54.00m (177.17ft),  Average Daily Traffic: 18,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,482 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT ACCS RDS,N MCDON,  Facility Carried by Structure: INTNL RETURN LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 9,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0089,  Location: 04-SM-101-17.95-MLBR (Lat: 37.601842,  Lng: -122.381433),  Route carried "under" structure: Ramp US 101,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 1998),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLBRAE AVENUE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.950,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 35 0089,  Location: 04-SM-101-17.95-MLBR (Lat: 37.601842,  Lng: -122.381433),  Route carried "under" structure: US 101,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 226,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLBRAE AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 17.950,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 35 0089,  Location: 04-SM-101-17.95-MLBR (Lat: 37.601842,  Lng: -122.381433),  Route carried "under" structure: Ramp US 101,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2006),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLBRAE AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.950,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 35 0211L,  Location: 04-SM-280-R17.92-MLBR (Lat: 37.589114,  Lng: -122.412458),  Route carried "under" structure: City street D496,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: HILLCREST BOULEVARD,  Facility Carried by Structure: STATE ROUTE 280 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 35 0211R,  Location: 04-SM-280-R17.92-MLBR (Lat: 37.589261,  Lng: -122.412219),  Route carried "under" structure: City street D496,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: HILLCREST BOULEVARD,  Facility Carried by Structure: STATE ROUTE 280 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 35 0216L,  Location: 04-SM-280-R18.52-MLBR (Lat: 37.596003,  Lng: -122.419258),  Route carried "under" structure: City street D501,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 2%,  Features Intersected: LARKSPUR DRIVE,  Facility Carried by Structure: SB STATE RTE 280
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: 35 0216R,  Location: 04-SM-280-R18.52-MLBR (Lat: 37.596128,  Lng: -122.419017),  Route carried "under" structure: City street D501,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 2%,  Features Intersected: LARKSPUR DRIVE,  Facility Carried by Structure: NB STATE RTE 280
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 35 0274K,  Location: 04-SM-101-19.09 (Lat: 37.611853,  Lng: -122.395408),  Route carried "under" structure: US 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 248,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 19.090,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.0m (216.5ft)

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Structure Number: 35 0274K,  Location: 04-SM-101-19.09 (Lat: 37.611853,  Lng: -122.395408),  Route carried "under" structure: Ramp US 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 19.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.0m (216.5ft)

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Structure Number: 35 0275K,  Location: 04-SM-101-19.26 (Lat: 37.614303,  Lng: -122.393833),  Route carried "under" structure: US 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 248,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 19.260,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 35 0275K,  Location: 04-SM-101-19.26 (Lat: 37.614303,  Lng: -122.393833),  Route carried "under" structure: Ramp US 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 2%,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 19.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 35 0275K,  Location: 04-SM-101-19.26 (Lat: 37.614303,  Lng: -122.393833),  Route carried "under" structure: Ramp US 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 16,900 (year 1998),  Truck Traffic: 5%,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 19.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 35 0323K,  Location: 04-SM-101-19.12 (Lat: 37.613608,  Lng: -122.395692),  Route carried "under" structure: US 101,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 248,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: US 101, 2 AIRPRT-S101 ON
Minimum Vertical Clearance: 14.34m (47.05ft),  Kilometerpoint: 19.120,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 35 0323K,  Location: 04-SM-101-19.12 (Lat: 37.613608,  Lng: -122.395692),  Route carried "under" structure: Ramp US 101,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 16,900 (year 1998),  Truck Traffic: 5%,  Features Intersected: US 101, 2 AIRPRT-S101 ON
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 19.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 35 0323K,  Location: 04-SM-101-19.12 (Lat: 37.613608,  Lng: -122.395692),  Route carried "under" structure: Ramp US 101,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 2%,  Features Intersected: US 101, 2 AIRPRT-S101 ON
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 19.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 35 0324K,  Location: 04-SM-101-19.29 (Lat: 37.613147,  Lng: -122.396764),  Route carried "under" structure: US 101,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 235,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 19.290,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 35 0327S,  Location: 04-SM-101-18.54 (Lat: 37.608592,  Lng: -122.388967),  Route carried "under" structure: Ramp US 101,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: MILLBRAE AV-N101 ON RAMP
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 18.540,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: 35 0327S,  Location: 04-SM-101-18.54 (Lat: 37.608592,  Lng: -122.388967),  Route carried "under" structure: Ramp US 101,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: MILLBRAE AV-N101 ON RAMP
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 18.540,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: 35 0329,  Location: 04-SM-101-19.30 (Lat: 37.615464,  Lng: -122.398297),  Route carried "under" structure: US 101,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 248,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: US101, I-380 AIRPRT RMPS,  Facility Carried by Structure: BART
Minimum Vertical Clearance: 13.16m (43.18ft),  Kilometerpoint: 19.300,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 35C0133,  Location: EAST OF US RT 101 (Lat: 37.615294,  Lng: -122.387928),  Route carried "under" structure: ServiceOther road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,890 (year 2010),  Truck Traffic: 5%,  Features Intersected: ARRIVING FLIGHT TRAFFIC,  Facility Carried by Structure: DEPARTING FLT TRFC
Minimum Vertical Clearance: 3.70m (12.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 35C0140L,  Location: EAST OF SH 101 (Lat: 37.614656,  Lng: -122.393414),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,490 (year 2010),  Truck Traffic: 5%,  Features Intersected: MCDONNELL RD,  Facility Carried by Structure: ROAD-1 NORTH
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 35C0140R,  Location: EAST OF SH 101 (Lat: 37.614333,  Lng: -122.393231),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,490 (year 2010),  Truck Traffic: 5%,  Features Intersected: MCDONNELL RD,  Facility Carried by Structure: ROAD-1 SOUTH
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 35C0151,  Location: EAST OF US 101 (Lat: 37.615936,  Lng: -122.384703),  Route carried "under" structure: City street D508,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 12,930 (year 2010),  Truck Traffic: 5%,  Features Intersected: R-1S,  Facility Carried by Structure: R-1S
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 35C0178,  Location: H16 TO A26 OF 35 0275K (Lat: 37.613933,  Lng: -122.395244),  Route carried "under" structure: Ramp State highway 101,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: US 101,  Facility Carried by Structure: AIRPORT TERM OFF-R
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 19.040,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 35C0179K,  Location: RAMP TO RTE SB 101 (Lat: 37.615125,  Lng: -122.393136),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 4,890 (year 2010),  Truck Traffic: 5%,  Features Intersected: US 101,  Facility Carried by Structure: AIRPORT TERM ON-RP
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.6m (139.8ft)