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

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Structure Number: 34 0133R,  Location: 04-SF-280-R4.07R-SF (Lat: 37.733503,  Lng: -122.411164),  Route carried "on" structure: Interstate 280,  Year Built: 1960,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 170,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 238,394 (year 2040),  Features Intersected: 280/101 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.070,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0134G,  Location: 04-SF-280-R4.16R-SF (Lat: 37.734228,  Lng: -122.409736),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1960,  Status: Open,  Structure Length: 56.57m (185.60ft),  Average Daily Traffic: 80,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 107,238 (year 2039),  Features Intersected: 280/101 INTERCHANGE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 4.160,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0135G,  Location: 04-SF-101-1.79-SF (Lat: 37.732967,  Lng: -122.404989),  Route carried "on" structure: Ramp US 101,  Year Built: 1960,  Status: Open,  Structure Length: 48.14m (157.94ft),  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 107,238 (year 2041),  Features Intersected: 280/101 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.790,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0136G,  Location: 04-SF-101-1.79-SF (Lat: 37.732706,  Lng: -122.404858),  Route carried "on" structure: Ramp US 101,  Year Built: 1960,  Status: Open,  Structure Length: 60.75m (199.31ft),  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 107,238 (year 2041),  Features Intersected: 280/101 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.790,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0138C,  Location: 04-SF-080-4.97-SF (Lat: 37.779164,  Lng: -122.400097),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2008,  Status: Open,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 10,700 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.970,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

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

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Structure Number: 34 0155L,  Location: 04-SF-101-R9.58-SF (Lat: 37.803472,  Lng: -122.470822),  Route carried "on" structure: US 101,  Year Built: 2011,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 39,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,222 (year 2041),  Design Load: HL 93,  Features Intersected: 101 NB - 1 SB CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.580,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0155R,  Location: 04-SF-101-R9.48-SF (Lat: 37.803667,  Lng: -122.470639),  Route carried "on" structure: US 101,  Year Built: 2015,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 39,500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,222 (year 2038),  Design Load: HL 93,  Features Intersected: 101 NB - 1 SB CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.480,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0156,  Location: 04-SF-001-6.93-SF (Lat: 37.800119,  Lng: -122.469386),  Route carried "on" structure: State highway 1,  Year Built: 2012,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 64,000 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,142 (year 2041),  Design Load: HL 93,  Features Intersected: RUCKMAN AVE,SCHOFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.930,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0157L,  Location: 04-SF-101-R9.35-SF (Lat: 37.802025,  Lng: -122.465272),  Route carried "on" structure: US 101,  Year Built: 2012,  Status: Open,  Structure Length: 40.84m (133.99ft),  Average Daily Traffic: 39,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,222 (year 2041),  Design Load: HL 93,  Features Intersected: RTE 1 RMPS,CRISSY,COWLES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.350,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 83.8m (274.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.2m (79.4ft)

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

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Structure Number: 34 0157R,  Location: 04-SF-101-R9.18-SF (Lat: 37.802200,  Lng: -122.465225),  Route carried "on" structure: US 101,  Year Built: 2015,  Status: Open,  Structure Length: 42.64m (139.90ft),  Average Daily Traffic: 39,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,222 (year 2038),  Design Load: HL 93,  Features Intersected: RTE 1N, LINCOLN,MCDOWELL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.180,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 83.8m (274.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0159G,  Location: 04-SF-101-R9.40-SF (Lat: 37.803333,  Lng: -122.469444),  Route carried "on" structure: Ramp US 101,  Year Built: 2015,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,605 (year 2038),  Design Load: HL 93,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.400,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

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

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Structure Number: 34 0160G,  Location: 04-SF-001-7.00-SF (Lat: 37.801717,  Lng: -122.469200),  Route carried "on" structure: Ramp State highway 1,  Year Built: 2012,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 7,400 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,222 (year 2041),  Design Load: HL 93,  Features Intersected: LINCOLN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 34 0164L,  Location: 04-SF-101-R8.35-SF (Lat: 37.803244,  Lng: -122.452239),  Route carried "on" structure: US 101,  Year Built: 2015,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,483 (year 2038),  Design Load: HL 93,  Features Intersected: TENNESSEE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.350,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.6m (51.2ft)

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

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Structure Number: 34 0164R,  Location: 04-SF-101-R8.34-SF (Lat: 37.803467,  Lng: -122.452194),  Route carried "on" structure: US 101,  Year Built: 2015,  Status: Open,  Structure Length: 12.54m (41.14ft),  Average Daily Traffic: 39,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,222 (year 2038),  Design Load: HL 93,  Features Intersected: TENNESSEE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.340,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 34 0165L,  Location: 04-SF-101-R8.30-SF (Lat: 37.803169,  Lng: -122.451242),  Route carried "on" structure: US 101,  Year Built: 2015,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,483 (year 2038),  Design Load: HL 93,  Features Intersected: GIRARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.300,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0165R,  Location: 04-SF-101-R8.29-SF (Lat: 37.803272,  Lng: -122.451081),  Route carried "on" structure: US 101,  Year Built: 2015,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,483 (year 2038),  Design Load: HL 93,  Features Intersected: GIRARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.290,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0168K,  Location: 04-SF-101-R8.47-SF (Lat: 37.802875,  Lng: -122.453194),  Route carried "on" structure: Ramp US 101,  Year Built: 2015,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,484 (year 2038),  Design Load: HL 93,  Features Intersected: TENNESSEE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34 0169S,  Location: 04-SF-101-R8.33-SF (Lat: 37.803639,  Lng: -122.452167),  Route carried "on" structure: Ramp US 101,  Year Built: 2015,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,419 (year 2041),  Design Load: HL 93,  Features Intersected: TENNESSEE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.330,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 34 0173J,  Location: 04-SF-080-R7.98-SF (Lat: 37.812333,  Lng: -122.364278),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2016,  Status: Open,  Structure Length: 25.07m (82.25ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MACALLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.980,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34 0173K,  Location: 04-SF-080-R7.98-SF (Lat: 37.812000,  Lng: -122.364389),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2016,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MACALLA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.980,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 13.9m (45.6ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34 0177,  Location: 04-SF-101-R4.74-SF (Lat: 37.770142,  Lng: -122.419456),  Route carried "on" structure: US 101,  Year Built: 2005,  Status: Open,  Structure Length: 43.36m (142.26ft),  Average Daily Traffic: 61,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 96,400 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 13TH ST,MISSION &OTIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.740,  Lanes on structure: 4,  Lanes under structure: 27,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 58.0m (190.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.0m (88.6ft)

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: Superior to present desirable criteria,  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: 34 0187L,  Location: 04-SF-101-R9.16-SF (Lat: 37.801972,  Lng: -122.464944),  Route carried "on" structure: US 101,  Year Built: 2012,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 79,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 108,444 (year 2041),  Design Load: HL 93,  Features Intersected: BATTERY SUBSTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.160,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34C0001,  Location: 0.2 MI WEST OF 3RD STREET (Lat: 37.729692,  Lng: -122.396172),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 10,200 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,260 (year 2043),  Design Load: H 15,  Features Intersected: CALTRAIN & UP RR,  Facility Carried by Structure: WILLIAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $483,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $767,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34C0005,  Location: AT SR 280 (Lat: 37.764006,  Lng: -122.393283),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,809 (year 2042),  Design Load: HS 20,  Features Intersected: CALTRAIN & UP RR,  Facility Carried by Structure: MARIPOSA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $649,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,081,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34C001,  Location: BAYSHORE AND 101 (Lat: 37.714542,  Lng: -122.398186),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,274 (year 2043),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: BAYSHORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34C0015,  Location: SOUTH OF 34C0016 (Lat: 37.736514,  Lng: -122.426983),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,239 (year 2043),  Features Intersected: SAN JOSE AVE,  Facility Carried by Structure: RICHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C0016,  Location: NORTH OF 34C0015 (Lat: 37.737697,  Lng: -122.425447),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,239 (year 2043),  Features Intersected: SAN JOSE AVE,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C0021,  Location: OVER CESAR CHAVEZ ST (Lat: 37.749089,  Lng: -122.404764),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 32,280 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,738 (year 2041),  Features Intersected: CESAR CHAVEZ ST,  Facility Carried by Structure: POTRERO AVE
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.9m (42.3ft)

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

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Structure Number: 34C0024,  Location: JUST N/O CARGO WAY (Lat: 37.747092,  Lng: -122.387089),  Route carried "on" structure: City street ,  Year Built: 1945,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 50,000 (year 2016),  Truck Traffic: 40%,  Average Future Daily Traffic: 83,815 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: ISLAIS CREEK,  Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 1.0m (3.3ft), Horizontal Clearance: 28.7m (94.2ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Open Grating

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Structure Number: 34C0025,  Location: S OF BERRY ST (Lat: 37.776642,  Lng: -122.389972),  Route carried "on" structure: City street ,  Year Built: 1932,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 25,000 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 36,914 (year 2042),  Features Intersected: CHINA BASIN,  Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.1m (0.3ft), Horizontal Clearance: 31.4m (103.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 43.4m (142.4ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 34C0027,  Location: S OF BERRY ST (Lat: 37.774917,  Lng: -122.392042),  Route carried "on" structure: City street ,  Year Built: 1917,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,707 (year 2042),  Design Load: HS 20,  Features Intersected: CHINA BASIN,  Facility Carried by Structure: FOURTH ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 0.1m (0.3ft), Horizontal Clearance: 22.6m (74.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Open Grating

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Structure Number: 34C0028,  Location: NORTH CORBETT AVE (Lat: 37.749511,  Lng: -122.443400),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 55,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 80,428 (year 2042),  Design Load: H 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34C0029,  Location: NEAR 24TH ST (Lat: 37.750147,  Lng: -122.443253),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 18.38m (60.30ft),  Average Daily Traffic: 50,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,885 (year 2042),  Design Load: H 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34C003,  Location: AT ALVARADO SPIRAL POC (Lat: 37.752294,  Lng: -122.442683),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 50,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 79,101 (year 2035),  Design Load: H 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C0032,  Location: NEAR ROMAIN ST (Lat: 37.755097,  Lng: -122.441478),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 50,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 80,428 (year 2042),  Design Load: H 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C0034,  Location: BTWN STNTN & SHORT ST (Lat: 37.756950,  Lng: -122.442364),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 50,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 58,981 (year 2042),  Design Load: H 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C0035,  Location: OVER BROADWAY (Lat: 37.796242,  Lng: -122.418328),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,064 (year 2040),  Features Intersected: BROADWAY,  Facility Carried by Structure: HYDE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C0042,  Location: OVER GEARY BLVD (Lat: 37.784322,  Lng: -122.432772),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 11,760 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,096 (year 2035),  Design Load: H 20,  Features Intersected: GEARY BLVD,  Facility Carried by Structure: FILLMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 4.8m (15.7ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 34C005,  Location: 0.3 MILES FROM 3RD (Lat: 37.737219,  Lng: -122.395156),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 12,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,953 (year 2043),  Features Intersected: CALTRAIN & UP RR,  Facility Carried by Structure: OAKDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.7m (94.2ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34C0054,  Location: JUST S. OF CESAR CHAVEZ (Lat: 37.749344,  Lng: -122.396958),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 30,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,384 (year 2043),  Features Intersected: CALTRAIN & UP RR,  Facility Carried by Structure: EVANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 28.5 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: 19.4 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete