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

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Structure Number: 37 0200F,  Location: 04-SCL-237-R0.35-MVW (Lat: 37.384819,  Lng: -122.069264),  Route carried "on" structure: Ramp State highway 237,  Year Built: 1965,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 16,600 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,614 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STEVENS CREEK & TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.350,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0206,  Location: 04-SCL-280-9.43-CPO (Lat: 37.334058,  Lng: -122.032106),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 138,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 156,631 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: DE ANZA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.6m (136.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0208,  Location: 04-SCL-085-R18.86-CPO (Lat: 37.337417,  Lng: -122.060008),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 14,256 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,811 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: HOMESTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  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: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0209,  Location: 04-SCL-280-9.94-CPO (Lat: 37.334006,  Lng: -122.041386),  Route carried "on" structure: City street C156,  Year Built: 1965,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 138,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 153,535 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: STELLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0212,  Location: 04-SCL-280-8.96-CPO (Lat: 37.333817,  Lng: -122.023619),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 8,460 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,665 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: BLANEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  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: 5,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.0 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0216,  Location: 04-SCL-280-8.38-CPO (Lat: 37.330078,  Lng: -122.014233),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 10.26m (33.66ft),  Average Daily Traffic: 138,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 156,631 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.8m (94.5ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0222,  Location: 04-SCL-101-R35.46-SJS (Lat: 37.346175,  Lng: -121.858928),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 10,610 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,086 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: SAN ANTONIO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.8m (45.3ft)

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: Meets minimum limits,  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: 37 0228F,  Location: 04-SCL-085-R18.49-CPO (Lat: 37.331928,  Lng: -122.056953),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1967,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 18,500 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,947 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.490,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0229G,  Location: 04-SCL-085-R18.35-CPO (Lat: 37.331511,  Lng: -122.053233),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1971,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 23,500 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,702 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: S85-S280 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.350,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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

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Structure Number: 37 0231F,  Location: 04-SCL-085-R18.60-CPO (Lat: 37.333061,  Lng: -122.058256),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1967,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 18,500 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,947 (year 2037),  Design Load: H 20,  Features Intersected: N85-N280 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.600,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.1 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: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0237,  Location: 04-SCL-280-11.20-CPO (Lat: 37.333356,  Lng: -122.062328),  Route carried "on" structure: Interstate 280,  Year Built: 1967,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 193,551 (year 2044),  Design Load: HS 20,  Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.200,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 37 0380L,  Location: 04-SCL-237-10.20-MPS (Lat: 37.431869,  Lng: -121.904078),  Route carried "on" structure: State highway 237,  Year Built: 1969,  Status: Open,  Structure Length: 11.85m (38.88ft),  Average Daily Traffic: 36,500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,871 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP RR YD,ACCESS RD,BARTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.200,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than 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: Integral Concrete

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Structure Number: 37 0384,  Location: 04-SCL-085-R17.17-CPO (Lat: 37.315517,  Lng: -122.047144),  Route carried "on" structure: City street C169,  Year Built: 1991,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 14,990 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,377 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: MCCLELLAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.4m (63.6ft)

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

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Structure Number: 37 0388,  Location: 04-SCL-085-R16.61-CPO (Lat: 37.308303,  Lng: -122.041319),  Route carried "on" structure: City street C156,  Year Built: 1991,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 22,200 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,409 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: STELLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.3m (158.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

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

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Structure Number: 37 039,  Location: 04-SCL-101-42.73-SCL (Lat: 37.385333,  Lng: -121.976806),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 57,677 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 74,348 (year 2043),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: BOWERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 36.3 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0397,  Location: 04-SCL-280-7.84-CPO (Lat: 37.326025,  Lng: -122.006272),  Route carried "on" structure: City street C175,  Year Built: 1976,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 12,700 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,550 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: TANTAU AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 04,  Location: 04-SCL-280-11.19-CPO (Lat: 37.333308,  Lng: -122.062128),  Route carried "on" structure: Interstate 280,  Year Built: 1976,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 193,551 (year 2044),  Design Load: HS 20,  Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.190,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 37 0405,  Location: 04-SCL-280-7.93-CPO (Lat: 37.327222,  Lng: -122.007300),  Route carried "on" structure: Interstate 280,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 138,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 162,471 (year 2044),  Features Intersected: CALABAZAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.930,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 53.8m (176.5ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 37 0466,  Location: 04-SCL-085-R17.70-CPO (Lat: 37.322694,  Lng: -122.050394),  Route carried "on" structure: City street C028,  Year Built: 1990,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 30,249 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,097 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: STEVENS CREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 36.9m (121.1ft)

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

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Structure Number: 37 0530L,  Location: 04-SCL-085-6.00-SJS (Lat: 37.255661,  Lng: -121.875339),  Route carried "on" structure: State highway 85,  Year Built: 1992,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 52,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 75,454 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ALMADEN EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.0m (72.2ft)

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

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Structure Number: 37C0011,  Location: 0.2 MI E/O STEVENS CYN RD (Lat: 37.322847,  Lng: -122.061611),  Route carried "on" structure: City street ,  Year Built: 1922,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 15,041 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,599 (year 2040),  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: STEVENS CR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.0 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: 23.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0012,  Location: AT VALLCO PKWY (Lat: 37.322806,  Lng: -122.011128),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 27,600 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,810 (year 2042),  Features Intersected: CALABAZAS CREEK,  Facility Carried by Structure: STEVENS CR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.62m (2.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,018,000

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Structure Number: 37C0017,  Location: 14.5 MI E OF SH 84 (Lat: 37.337419,  Lng: -122.062564),  Route carried "on" structure: City street ,  Year Built: 1918,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 16,409 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,375 (year 2040),  Design Load: HS 20,  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: HOMESTEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0043,  Location: 0.9 MI S/O MONTEBELLO RD (Lat: 37.284406,  Lng: -122.077164),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 1,330 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,601 (year 2042),  Design Load: HS 20,  Features Intersected: STEVENS CR (STEVENS CYN),  Facility Carried by Structure: STEVENS CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.6 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: 29.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0302,  Location: FORREST AVE (Lat: 37.327000,  Lng: -121.940581),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,500 (year 1977),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,121 (year 2042),  Features Intersected: FOREST AVE,  Facility Carried by Structure: O'CONNOR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0347,  Location: 0.1 MI S STATE RTE 237 (Lat: 37.328561,  Lng: -122.014150),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 50,069 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,769 (year 2040),  Design Load: HS 20,  Features Intersected: PERIMETER ROAD,  Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 45.2m (148.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020

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Structure Number: 37C0364,  Location: 0.2 MI S/O STEVENS CYN RD (Lat: 37.305853,  Lng: -122.073278),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 250 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 468 (year 2042),  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: VILLA MARIA ENT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0365,  Location: 0.3 MI S STEVENS CYN RD (Lat: 37.304083,  Lng: -122.074511),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 250 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 468 (year 2042),  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: VILA MARIA ENTRY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 25.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0366,  Location: .1 M SO. OF MT EDEN ROAD (Lat: 37.279742,  Lng: -122.073586),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 100 (year 2014),  Average Future Daily Traffic: 126 (year 2044),  Features Intersected: Stevens Creek,  Facility Carried by Structure: County Park Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.2 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37C0431,  Location: 0.2 M S. OF STEVENS CREEK (Lat: 37.319906,  Lng: -122.013944),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,530 (year 2038),  Features Intersected: CALABAZAS CREEK,  Facility Carried by Structure: MILLER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37C0604,  Location: 2.5 MI SW/O MT EDEN ROAD (Lat: 37.274431,  Lng: -122.106283),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 224 (year 2014),  Average Future Daily Traffic: 304 (year 2038),  Design Load: HL 93,  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: STEVENS CAYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C0605,  Location: 2.7 MI SW/O MT EDEN ROAD (Lat: 37.276006,  Lng: -122.109047),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 224 (year 2014),  Average Future Daily Traffic: 304 (year 2038),  Design Load: HL 93,  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: STEVENS CAYON ROAD
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C0606,  Location: 2.9MI S/O MT EDEN RD (Lat: 37.276667,  Lng: -122.110000),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 140 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 225 (year 2040),  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: STEVENS CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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 0206,  Location: 04-SCL-280-9.43-CPO (Lat: 37.334058,  Lng: -122.032106),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: DE ANZA BOULEVARD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.430,  Lanes on structure: 10,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 37 0208,  Location: 04-SCL-085-R18.86-CPO (Lat: 37.337417,  Lng: -122.060008),  Route carried "under" structure: State highway 85,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 115,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: HOMESTEAD ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 18.860,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 37 0209,  Location: 04-SCL-280-9.94-CPO (Lat: 37.334006,  Lng: -122.041386),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: STELLING ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 9.940,  Lanes on structure: 2,  Lanes under structure: 10,  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 0212,  Location: 04-SCL-280-8.96-CPO (Lat: 37.333817,  Lng: -122.023619),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: BLANEY AVENUE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 8.960,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 37 0216,  Location: 04-SCL-280-8.38-CPO (Lat: 37.330078,  Lng: -122.014233),  Route carried "under" structure: Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 138,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 8.380,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 37 0216,  Location: 04-SCL-280-8.38-CPO (Lat: 37.330078,  Lng: -122.014233),  Route carried "under" structure: Ramp Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 8.380,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 37 0216,  Location: 04-SCL-280-8.38-CPO (Lat: 37.330078,  Lng: -122.014233),  Route carried "under" structure: Ramp Interstate 280,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: WOLFE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.380,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 37 0228F,  Location: 04-SCL-085-R18.49-CPO (Lat: 37.331928,  Lng: -122.056953),  Route carried "under" structure: Interstate 280,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 138,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 280
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 10.840,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 37 0229G,  Location: 04-SCL-085-R18.35-CPO (Lat: 37.331511,  Lng: -122.053233),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2004),  Truck Traffic: 2%,  Features Intersected: S85-S280 CONNECTOR
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 18.350,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.2m (138.5ft)

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Structure Number: 37 0231F,  Location: 04-SCL-085-R18.60-CPO (Lat: 37.333061,  Lng: -122.058256),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 22,600 (year 2001),  Truck Traffic: 2%,  Features Intersected: N85-N280 CONNECTOR
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 18.600,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 37 0384,  Location: 04-SCL-085-R17.17-CPO (Lat: 37.315517,  Lng: -122.047144),  Route carried "under" structure: State highway 85,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: MCCLELLAN ROAD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 17.170,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 37 0388,  Location: 04-SCL-085-R16.61-CPO (Lat: 37.308303,  Lng: -122.041319),  Route carried "under" structure: State highway 85,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: STELLING ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 16.610,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.3m (158.5ft)

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Structure Number: 37 0397,  Location: 04-SCL-280-7.84-CPO (Lat: 37.326025,  Lng: -122.006272),  Route carried "under" structure: Interstate 280,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 203,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: TANTAU AVENUE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 7.840,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 37 0466,  Location: 04-SCL-085-R17.70-CPO (Lat: 37.322694,  Lng: -122.050394),  Route carried "under" structure: State highway 85,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 121,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: STEVENS CREEK BLVD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 17.700,  Lanes on structure: 9,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 37 0482,  Location: 04-SCL-085-R14.84-CPO (Lat: 37.288297,  Lng: -122.021578),  Route carried "under" structure: State highway 85,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 14.840,  Lanes under structure: 6,  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: 37 0531,  Location: 04-SCL-085-R14.31-CPO (Lat: 37.282756,  Lng: -122.015631),  Route carried "under" structure: State highway 85,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: COX AVE UTILITY OC
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 14.310,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)