Bridge Statistics for Los Altos Hills, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 37 0225L,  Location: 04-SCL-280-14.10 (Lat: 37.352778,  Lng: -122.107189),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,506 (year 2044),  Design Load: HS 20,  Features Intersected: MAGDALENA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.100,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  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: 23.1m (75.8ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0225R,  Location: 04-SCL-280-14.10 (Lat: 37.352903,  Lng: -122.106928),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,506 (year 2044),  Design Load: HS 20,  Features Intersected: MAGDALENA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.100,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  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: 21.6m (70.9ft),  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: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0233L,  Location: 04-SCL-280-16.56-LAH (Lat: 37.370917,  Lng: -122.142692),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,506 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: LA BARRANCA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.560,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  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: 28.3m (92.8ft),  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: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0233R,  Location: 04-SCL-280-16.56-LAH (Lat: 37.371194,  Lng: -122.142575),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,506 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: LA BARRANCA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.560,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  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: 24.9m (81.7ft),  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: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0238L,  Location: 04-SCL-280-15.05-LAH (Lat: 37.361053,  Lng: -122.120075),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,316 (year 2040),  Design Load: HS 20,  Features Intersected: EL MONTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.050,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 32 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: 29.3m (96.1ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0238R,  Location: 04-SCL-280-15.05-LAH (Lat: 37.361319,  Lng: -122.119761),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,316 (year 2040),  Design Load: HS 20,  Features Intersected: EL MONTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.050,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0241K,  Location: 04-SCL-280-11.47-LATS (Lat: 37.333414,  Lng: -122.069303),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,470 (year 2042),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.470,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0249L,  Location: 04-SCL-280-16.01-LAH (Lat: 37.366272,  Lng: -122.135358),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,506 (year 2044),  Design Load: HS 20,  Features Intersected: ROBLEDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.010,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  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: 29.2m (95.8ft),  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: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0249R,  Location: 04-SCL-280-16.01-LAH (Lat: 37.366453,  Lng: -122.135117),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,316 (year 2040),  Design Load: HS 20,  Features Intersected: ROBLEDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.010,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  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: 26.8m (87.9ft),  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: 91.4 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0250R,  Location: 04-SCL-280-17.35-LAH (Lat: 37.380517,  Lng: -122.151047),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,506 (year 2044),  Design Load: HS 20,  Features Intersected: ELENA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.350,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.6m (77.4ft),  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: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0251L,  Location: 04-SCL-280-17.78-LAH (Lat: 37.386286,  Lng: -122.153428),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,839 (year 2042),  Design Load: HS 20,  Features Intersected: ARASTRADERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.780,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0251R,  Location: 04-SCL-280-17.78-LAH (Lat: 37.386394,  Lng: -122.153144),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,316 (year 2040),  Design Load: HS 20,  Features Intersected: ARASTRADERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.780,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0252K,  Location: 04-SCL-280-18.38 (Lat: 37.389325,  Lng: -122.163239),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 7,600 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,128 (year 2042),  Design Load: HS 20,  Features Intersected: PAGE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0252L,  Location: 04-SCL-280-18.38 (Lat: 37.389547,  Lng: -122.163181),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,316 (year 2040),  Design Load: HS 20,  Features Intersected: PAGE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  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: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0252R,  Location: 04-SCL-280-18.38 (Lat: 37.389794,  Lng: -122.163119),  Route carried "on" structure: Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 58,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,316 (year 2040),  Design Load: HS 20,  Features Intersected: PAGE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.2m (95.8ft),  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: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0252S,  Location: 04-SCL-280-18.38 (Lat: 37.389928,  Lng: -122.163100),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1969,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 7,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,519 (year 2042),  Design Load: HS 20,  Features Intersected: PAGE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  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 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0336,  Location: 04-SCL-280-15.17-LAH (Lat: 37.362692,  Lng: -122.121506),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 117,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 157,677 (year 2042),  Features Intersected: ADOBE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.170,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 37C0193,  Location: BTWN MOODY RD & MONTE RD (Lat: 37.358417,  Lng: -122.129172),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,400 (year 2040),  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: ELENA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0204,  Location: .15 MI W/O FOOTHILL EXPWY (Lat: 37.381153,  Lng: -122.123492),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20,  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: WEST EDITH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.7 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37C0417,  Location: WEST OF PAGE MILL ROAD (Lat: 37.385197,  Lng: -122.169897),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 225 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ARASTRADERO CREEK,  Facility Carried by Structure: TRACY COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 37C044,  Location: JUST EAST OF PURISSIMA RD (Lat: 37.380750,  Lng: -122.150000),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2036),  Features Intersected: DEER CREEK,  Facility Carried by Structure: DEER CREEK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C0441,  Location: JUST EAST OF PURISSIMA RD (Lat: 37.379792,  Lng: -122.149972),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 215 (year 2040),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: SAMUEL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0774,  Location: NEAR OLD PAGE MILL ROAD (Lat: 37.392106,  Lng: -122.163656),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 250 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 340 (year 2040),  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: CHRISTOPHER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0834,  Location: SOUTH OF MOODY ROAD (Lat: 37.352806,  Lng: -122.143956),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2040),  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: ADOBE LODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0835,  Location: SOUTH OF MOODY ROAD (Lat: 37.353072,  Lng: -122.141172),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2040),  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: FRANCEMONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 37C0836,  Location: SOUTH OF MOODY ROAD (Lat: 37.351825,  Lng: -122.149589),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2040),  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: MURIETTA LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0225L,  Location: 04-SCL-280-14.10 (Lat: 37.352778,  Lng: -122.107189),  Route carried "under" structure: County highway C305,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,803 (year 2002),  Truck Traffic: 2%,  Features Intersected: MAGDALENA AVENUE,  Facility Carried by Structure: SB INTERSTATE 280
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 37 0225R,  Location: 04-SCL-280-14.10 (Lat: 37.352903,  Lng: -122.106928),  Route carried "under" structure: County highway C305,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,803 (year 2002),  Truck Traffic: 2%,  Features Intersected: MAGDALENA AVENUE,  Facility Carried by Structure: NB INTERSTATE 280
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 37 0238L,  Location: 04-SCL-280-15.05-LAH (Lat: 37.361053,  Lng: -122.120075),  Route carried "under" structure: City street C304,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,300 (year 2001),  Truck Traffic: 3%,  Features Intersected: EL MONTE ROAD,  Facility Carried by Structure: SB INTERSTATE 280
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  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: 37 0238R,  Location: 04-SCL-280-15.05-LAH (Lat: 37.361319,  Lng: -122.119761),  Route carried "under" structure: City street C304,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,300 (year 2001),  Truck Traffic: 3%,  Features Intersected: EL MONTE ROAD,  Facility Carried by Structure: NB INTERSTATE 280
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 37 0249L,  Location: 04-SCL-280-16.01-LAH (Lat: 37.366272,  Lng: -122.135358),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 2001),  Truck Traffic: 2%,  Features Intersected: ROBLEDA ROAD,  Facility Carried by Structure: SB INTERSTATE 280
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 37 0249R,  Location: 04-SCL-280-16.01-LAH (Lat: 37.366453,  Lng: -122.135117),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 2001),  Truck Traffic: 2%,  Features Intersected: ROBLEDA ROAD,  Facility Carried by Structure: NB INTERSTATE 280
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 37 0250L,  Location: 04-SCL-280-17.35-LAH (Lat: 37.380425,  Lng: -122.151400),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 2001),  Truck Traffic: 2%,  Features Intersected: ELENA ROAD,  Facility Carried by Structure: SB INTERSTATE 280
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 37 0250R,  Location: 04-SCL-280-17.35-LAH (Lat: 37.380517,  Lng: -122.151047),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 2001),  Truck Traffic: 2%,  Features Intersected: ELENA ROAD,  Facility Carried by Structure: NB INTERSTATE 280
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 37 0251L,  Location: 04-SCL-280-17.78-LAH (Lat: 37.386286,  Lng: -122.153428),  Route carried "under" structure: City street C311,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,280 (year 2002),  Truck Traffic: 2%,  Features Intersected: ARASTRADERO ROAD,  Facility Carried by Structure: SB INTERSTATE 280
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 37 0251R,  Location: 04-SCL-280-17.78-LAH (Lat: 37.386394,  Lng: -122.153144),  Route carried "under" structure: City street C311,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,280 (year 2002),  Truck Traffic: 2%,  Features Intersected: ARASTRADERO ROAD,  Facility Carried by Structure: NB INTERSTATE 280
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 37 0252K,  Location: 04-SCL-280-18.38 (Lat: 37.389325,  Lng: -122.163239),  Route carried "under" structure: County highway C304,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,116 (year 2002),  Truck Traffic: 2%,  Features Intersected: PAGE MILL ROAD,  Facility Carried by Structure: SB I280 ON-RAMP
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 37 0252L,  Location: 04-SCL-280-18.38 (Lat: 37.389547,  Lng: -122.163181),  Route carried "under" structure: County highway C304,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,116 (year 2002),  Truck Traffic: 2%,  Features Intersected: PAGE MILL ROAD,  Facility Carried by Structure: SB INTERSTATE 280
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 37 0252R,  Location: 04-SCL-280-18.38 (Lat: 37.389794,  Lng: -122.163119),  Route carried "under" structure: County highway C304,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,116 (year 2002),  Truck Traffic: 2%,  Features Intersected: PAGE MILL ROAD,  Facility Carried by Structure: NB INTERSTATE 280
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 37 0252S,  Location: 04-SCL-280-18.38 (Lat: 37.389928,  Lng: -122.163100),  Route carried "under" structure: County highway C304,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,116 (year 2002),  Truck Traffic: 2%,  Features Intersected: PAGE MILL ROAD,  Facility Carried by Structure: NB I280 ON-RAMP
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.3m (89.6ft)