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

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Structure Number: 35 0116L,  Location: 04-SM-280-R24.20-DLC (Lat: 37.663403,  Lng: -122.465761),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 89,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,067 (year 2038),  Design Load: HS 20,  Features Intersected: HICKEY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.200,  Lanes on structure: 4,  Lanes under structure: 6,  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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35 0116R,  Location: 04-SM-280-R24.20-DLC (Lat: 37.663297,  Lng: -122.465306),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 89,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,916 (year 2043),  Design Load: HS 20,  Features Intersected: HICKEY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.200,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 017,  Location: 04-SM-001-R43.46-PFA (Lat: 37.625758,  Lng: -122.487969),  Route carried "on" structure: City street D540,  Year Built: 1965,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 22,450 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,959 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: SHARP PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0172,  Location: 04-SM-280-M27.17L-DLC (Lat: 37.704700,  Lng: -122.472311),  Route carried "on" structure: City street D005,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 29,660 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,197 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280, SR 1,  Facility Carried by Structure: JOHN DALY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0174K,  Location: 04-SM-280-M27.20L-DLC (Lat: 37.705589,  Lng: -122.470742),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1965,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 9,600 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,629 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.200,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 35 0175S,  Location: 04-SM-001-R48.38-DLC (Lat: 37.705558,  Lng: -122.470753),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1965,  Status: Open,  Structure Length: 18.59m (60.99ft),  Average Daily Traffic: 6,600 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,092 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.380,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 85.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 35 0176,  Location: 04-SM-280-M27.41L-DLC (Lat: 37.708383,  Lng: -122.469278),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,368 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: ST CHARLES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 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: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0178,  Location: 04-SM-280-R25.04-DLC (Lat: 37.674978,  Lng: -122.469019),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 178,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 256,684 (year 2041),  Design Load: H 20,  Features Intersected: SOUTHGATE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.040,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.7m (179.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,085,000,  Roadway Improvement Cost: $617,000,  Total Project Cost: $5,182,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0179G,  Location: 04-SM-280-R25.26-DLC (Lat: 37.677264,  Lng: -122.472686),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 8,600 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,132 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 280, SR 1, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.260,  Lanes on structure: 1,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0181,  Location: 04-SM-280-R25.78-DLC (Lat: 37.684556,  Lng: -122.472008),  Route carried "on" structure: City street D594,  Year Built: 1965,  Status: Open,  Structure Length: 13.60m (44.62ft),  Average Daily Traffic: 25,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,388 (year 2043),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: SAN PEDRO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.3m (155.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.0 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0182,  Location: 04-SM-280-R26.04-DLC (Lat: 37.689306,  Lng: -122.471014),  Route carried "on" structure: City street D022,  Year Built: 1965,  Status: Open,  Structure Length: 11.07m (36.32ft),  Average Daily Traffic: 29,300 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,197 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: JUNIPERO SERRA BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0183,  Location: 04-SM-280-R26.35-DLC (Lat: 37.693233,  Lng: -122.470775),  Route carried "on" structure: City street D596,  Year Built: 1965,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 7,320 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,453 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.9m (111.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.7 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: 36.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0184,  Location: 04-SM-280-R26.50-DLC (Lat: 37.695111,  Lng: -122.470914),  Route carried "on" structure: City street D022,  Year Built: 1965,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 29,300 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,197 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: JUNIPERO SERRA BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0185,  Location: 04-SM-280-R25.97-DLC (Lat: 37.687822,  Lng: -122.471531),  Route carried "on" structure: City street D595,  Year Built: 1965,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 4,080 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,379 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.0 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0186K,  Location: 04-SM-280-R25.34-DLC (Lat: 37.678356,  Lng: -122.471986),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 10.20m (33.46ft),  Average Daily Traffic: 8,600 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,041 (year 2041),  Design Load: HS 20,  Features Intersected: S280-S1 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.340,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.1m (141.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0192,  Location: 04-SM-001-R46.51-DLC (Lat: 37.665503,  Lng: -122.485214),  Route carried "on" structure: State highway 1,  Year Built: 1964,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 43,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,847 (year 2035),  Design Load: HS 20,  Features Intersected: GATEWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.510,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.2m (174.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 53.2m (174.5ft),  Out-to-Out Width: 57.0m (187.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35 0200G,  Location: 04-SM-035-L23.00-SBR (Lat: 37.604272,  Lng: -122.427325),  Route carried "on" structure: Ramp State highway 35,  Year Built: 1967,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 5,600 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,482 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.7m (192.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

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

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Structure Number: 35 0202L,  Location: 04-SM-280-R23.16-DLC (Lat: 37.651933,  Lng: -122.453933),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 89,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,067 (year 2038),  Design Load: HS 20,  Features Intersected: KING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.160,  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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.5 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: 41.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0202R,  Location: 04-SM-280-R23.16-DLC (Lat: 37.652125,  Lng: -122.453669),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 89,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,067 (year 2038),  Design Load: HS 20,  Features Intersected: KING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.160,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 35 0204F,  Location: 04-SM-001-R46.65-DLC (Lat: 37.667061,  Lng: -122.484986),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1972,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 7,500 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,202 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.650,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0205L,  Location: 04-SM-035-R28.66-DLC (Lat: 37.668108,  Lng: -122.484667),  Route carried "on" structure: State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 14,750 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,558 (year 2037),  Design Load: HS 20,  Features Intersected: NB & SB RTE 1 AND RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.660,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 14),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0205R,  Location: 04-SM-035-R28.66-DLC (Lat: 37.668411,  Lng: -122.484536),  Route carried "on" structure: State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 14,750 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,558 (year 2037),  Design Load: HS 20,  Features Intersected: NB & SB RTE 1 AND RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.660,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 14),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0206,  Location: 04-SM-001-R46.86-DLC (Lat: 37.669858,  Lng: -122.483258),  Route carried "on" structure: State highway 1,  Year Built: 1972,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 65,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 96,420 (year 2037),  Design Load: HS 20,  Features Intersected: LAKESHIRE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.860,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.8m (166.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.4m (178.5ft),  Curb-To-Curb Width: 50.8m (166.7ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0206G,  Location: 04-SM-035-R28.64-DLC (Lat: 37.669700,  Lng: -122.483078),  Route carried "on" structure: Ramp State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 7,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,330 (year 2037),  Design Load: HS 20,  Features Intersected: LAKESHIRE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.640,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.4 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0209L,  Location: 04-SM-280-R24.63-DLC (Lat: 37.669558,  Lng: -122.466133),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 89,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,067 (year 2038),  Design Load: HS 20,  Features Intersected: SERRAMONTE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.630,  Lanes on structure: 4,  Lanes under structure: 6,  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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $1,574,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0209R,  Location: 04-SM-280-R24.63-DLC (Lat: 37.669714,  Lng: -122.465786),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 89,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,067 (year 2038),  Design Load: HS 20,  Features Intersected: SERRAMONTE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.630,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $833,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,399,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0230L,  Location: 04-SM-280-R4.65-WDS (Lat: 37.443697,  Lng: -122.263236),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 50,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,586 (year 2038),  Design Load: HS 20,  Features Intersected: FARM HILL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.650,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0236,  Location: 04-SM-001-R47.03-DLC (Lat: 37.670253,  Lng: -122.480417),  Route carried "on" structure: State highway 1,  Year Built: 1972,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 65,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 96,420 (year 2037),  Design Load: HS 20,  Features Intersected: ST. FRANCIS BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.030,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0237,  Location: 04-SM-001-R47.27-DLC (Lat: 37.671264,  Lng: -122.476072),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 65,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 96,420 (year 2037),  Design Load: HS 20,  Features Intersected: CLARINADA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.270,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 47.6m (156.2ft),  Out-to-Out Width: 49.0m (160.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0238G,  Location: 04-SM-001-R47.62-DLC (Lat: 37.675656,  Lng: -122.472439),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 3,850 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,100 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTHGATE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.620,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0238L,  Location: 04-SM-001-R47.62-DLC (Lat: 37.675653,  Lng: -122.472897),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 32,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,210 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTHGATE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.620,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0238R,  Location: 04-SM-001-R47.62-DLC (Lat: 37.675658,  Lng: -122.472664),  Route carried "on" structure: State highway 1,  Year Built: 1968,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 32,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,210 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTHGATE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.620,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.6 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: 37.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0291,  Location: 04-SM-084-R27.62-MLP (Lat: 37.482028,  Lng: -122.150917),  Route carried "on" structure: State highway 84,  Year Built: 1983,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 27,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,508 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.620,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 45.4m (149.0ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0295G,  Location: 04-SM-280-R25.32-DLC (Lat: 37.675636,  Lng: -122.473175),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1968,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 11,400 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,716 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SOUTHGATE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.320,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0315K,  Location: 04-SM-280-R25.60-DLC (Lat: 37.683017,  Lng: -122.471972),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1993,  Status: Open,  Structure Length: 43.48m (142.65ft),  Average Daily Traffic: 24,100 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,082 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 280, SULLIVAN-S280 RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.600,  Lanes on structure: 2,  Lanes under structure: 13,  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: 10,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 032,  Location: 04-SM-280-R21.55 (Lat: 37.632211,  Lng: -122.436747),  Route carried "on" structure: Interstate 280,  Year Built: 1994,  Status: Open,  Structure Length: 65.06m (213.45ft),  Average Daily Traffic: 101,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 135,623 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.550,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 49,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 3.0m (9.8ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.37m (211.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0116L,  Location: 04-SM-280-R24.20-DLC (Lat: 37.663403,  Lng: -122.465761),  Route carried "under" structure: City street D575,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2002),  Truck Traffic: 2%,  Features Intersected: HICKEY BOULEVARD,  Facility Carried by Structure: INTERSTATE 280 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 35 0116R,  Location: 04-SM-280-R24.20-DLC (Lat: 37.663297,  Lng: -122.465306),  Route carried "under" structure: City street D575,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2002),  Truck Traffic: 2%,  Features Intersected: HICKEY BOULEVARD,  Facility Carried by Structure: INTERSTATE 280 NB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 35 0172,  Location: 04-SM-280-M27.17L-DLC (Lat: 37.704700,  Lng: -122.472311),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 1999),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 280, SR 1,  Facility Carried by Structure: JOHN DALY BLVD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 27.170,  Lanes on structure: 8,  Lanes under structure: 10,  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: 35 0174K,  Location: 04-SM-280-M27.20L-DLC (Lat: 37.705589,  Lng: -122.470742),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 1999),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 27.200,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 35 0175S,  Location: 04-SM-001-R48.38-DLC (Lat: 37.705558,  Lng: -122.470753),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 1999),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: JUNIPERO SERRA-NB1
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 27.210,  Lanes on structure: 2,  Lanes under structure: 8,  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: 35 0176,  Location: 04-SM-280-M27.41L-DLC (Lat: 37.708383,  Lng: -122.469278),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 1999),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: ST CHARLES AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 27.410,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 35 0178,  Location: 04-SM-280-R25.04-DLC (Lat: 37.674978,  Lng: -122.469019),  Route carried "under" structure: City street D592,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2002),  Truck Traffic: 5%,  Features Intersected: SOUTHGATE AVENUE,  Facility Carried by Structure: INTERSTATE 280
Minimum Vertical Clearance: 8.00m (26.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.9m (91.5ft)

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Structure Number: 35 0179G,  Location: 04-SM-280-R25.26-DLC (Lat: 37.677264,  Lng: -122.472686),  Route carried "under" structure: Interstate 280,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 195,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: I 280, SR 1, & CONNS
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 25.260,  Lanes on structure: 1,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 35 0179G,  Location: 04-SM-280-R25.26-DLC (Lat: 37.677264,  Lng: -122.472686),  Route carried "under" structure: State highway 1,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 74,000 (year 2000),  Truck Traffic: 2%,  Features Intersected: I 280, SR 1, & CONNS
Minimum Vertical Clearance: 9.04m (29.66ft),  Kilometerpoint: 47.760,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 35 0179G,  Location: 04-SM-280-R25.26-DLC (Lat: 37.677264,  Lng: -122.472686),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 142,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: I 280, SR 1, & CONNS
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 47.760,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 35 0180R,  Location: 04-SM-001-R47.76-DLC (Lat: 37.677236,  Lng: -122.471661),  Route carried "under" structure: Interstate 280,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 207,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: STATE ROUTE 1 NB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 25.280,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 35 0181,  Location: 04-SM-280-R25.78-DLC (Lat: 37.684556,  Lng: -122.472008),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 221,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: SAN PEDRO ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 25.780,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.3m (155.2ft)