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

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Structure Number: 37 0029,  Location: 04-SCL-017-5.43 (Lat: 37.209175,  Lng: -121.989578),  Route carried "on" structure: State highway 17,  Year Built: 1940,  Status: Open,  Structure Length: 28.25m (92.68ft),  Average Daily Traffic: 78,000 (year 2017),  Average Future Daily Traffic: 93,355 (year 2038),  Design Load: HS 20,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.430,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 37,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 22.4 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: 17.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0042,  Location: 04-SCL-017-6.55-LGTS (Lat: 37.221419,  Lng: -121.981889),  Route carried "on" structure: State highway 17,  Year Built: 1955,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 71,400 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 100,000 (year 2038),  Features Intersected: LOS GATOS CREEK
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 6.550,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: 37 0117,  Location: 04-SCL-017-6.55-LGTS (Lat: 37.221600,  Lng: -121.982186),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 9,966 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,000 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0124L,  Location: 04-SCL-017-6.16-LGTS (Lat: 37.218458,  Lng: -121.987225),  Route carried "on" structure: State highway 17,  Year Built: 1956,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 39,400 (year 2017),  Average Future Daily Traffic: 51,200 (year 2038),  Design Load: HS 20,  Features Intersected: SANTA CRUZ AV NB OFF-RMP,  Facility Carried by Structure: SANTA CRUZ AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.160,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 10,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0138,  Location: 04-SCL-009-11.30-LGTS (Lat: 37.227361,  Lng: -121.977097),  Route carried "on" structure: State highway 9,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 35,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,003 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOS GATOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.300,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0144,  Location: 04-SCL-009-11.43-LGTS (Lat: 37.226583,  Lng: -121.974672),  Route carried "on" structure: State highway 9,  Year Built: 1957,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 35,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,003 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.430,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0148,  Location: 04-SCL-017-7.67-LGTS (Lat: 37.234461,  Lng: -121.971114),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 6,653 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,600 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: BLOSSOM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0151,  Location: 04-SCL-017-8.89-LGTS (Lat: 37.249581,  Lng: -121.959897),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 23,492 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,200 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 17 & RAMPS,  Facility Carried by Structure: LARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0491H,  Location: 04-SCL-017-9.42-LGTS (Lat: 37.257939,  Lng: -121.961036),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LOS GATOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.420,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0491L,  Location: 04-SCL-085-R10.80-LGTS (Lat: 37.257525,  Lng: -121.961203),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 61,000 (year 2009),  Average Future Daily Traffic: 88,180 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LOS GATOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.800,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  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: 27.1m (88.9ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0491R,  Location: 04-SCL-085-R10.80-LGTS (Lat: 37.257753,  Lng: -121.961114),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 61,000 (year 2009),  Average Future Daily Traffic: 88,180 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LOS GATOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.800,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0493,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.255175,  Lng: -121.956125),  Route carried "on" structure: State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 101,900 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 132,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.320,  Lanes on structure: 5,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.3m (138.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.2m (200.8ft),  Curb-To-Curb Width: 42.3m (138.8ft),  Out-to-Out Width: 43.9m (144.0ft)

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

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Structure Number: 37 0493H,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.255117,  Lng: -121.955964),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 24,700 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,199 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.320,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.7m (202.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 37 0494F,  Location: 04-SCL-017-9.34 (Lat: 37.254797,  Lng: -121.953944),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 22,400 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.340,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.7m (232.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

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Structure Number: 37 0495K,  Location: 04-SCL-085-R10.30-LGTS (Lat: 37.254097,  Lng: -121.952633),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 4,300 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,894 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 17-SB 85 CONNECTOR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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: Somewhat better than minimum adequacy,  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: 37 0496S,  Location: 04-SCL-085-R10.30-LGTS (Lat: 37.255353,  Lng: -121.951708),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 6,300 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,305 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NB85-NB17 & NB85-SB17,  Facility Carried by Structure: BASCOM AVE ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.1m (151.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 37 0497,  Location: 04-SCL-085-R10.24-LGTS (Lat: 37.253939,  Lng: -121.951583),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 13.79m (45.24ft),  Average Daily Traffic: 33,500 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 53,886 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: BASCOM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.2m (128.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than 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: 37 0498S,  Location: 04-SCL-017-8.98-LGTS (Lat: 37.249906,  Lng: -121.958575),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 11,200 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,600 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: N17-N&S85 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.980,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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

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Structure Number: 37 0514,  Location: 04-SCL-085-9.28-SJS (Lat: 37.250650,  Lng: -121.931158),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 17,800 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,632 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 40.3m (132.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 31.4m (103.0ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0515G,  Location: 04-SCL-017-9.24-LGTS (Lat: 37.254828,  Lng: -121.956358),  Route carried "on" structure: State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 101,900 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 132,500 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED N17-N85 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.240,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 32.0m (105.0ft)

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

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Structure Number: 37 0516F,  Location: 04-SCL-017-9.50-LGTS (Lat: 37.256433,  Lng: -121.954981),  Route carried "on" structure: State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 139,700 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 182,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S17-S85 CONNECTOR RAMP
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 9.500,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.0m (128.0ft)

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

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Structure Number: 37 0519,  Location: 04-SCL-085-R11.00-LGTS (Lat: 37.258253,  Lng: -121.964283),  Route carried "on" structure: City street C018,  Year Built: 1994,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 8,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,927 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: WINCHESTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  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: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 28.3m (92.8ft)

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: Better than 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 0520R,  Location: 04-SCL-085-R11.97-LGTS (Lat: 37.264769,  Lng: -121.979567),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 57,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 76,512 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: POLLARD ROAD
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 11.970,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Meets minimum limits,  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 0536F,  Location: 04-SCL-017-9.45-LGTS (Lat: 37.257308,  Lng: -121.956831),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 6,700 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,700 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: OKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.450,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.2m (135.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

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

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Structure Number: 37 0537G,  Location: 04-SCL-017-9.43-LGTS (Lat: 37.256783,  Lng: -121.957561),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,600 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: OKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.430,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.5m (126.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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

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Structure Number: 37 0537L,  Location: 04-SCL-085-R10.60-LGTS (Lat: 37.256375,  Lng: -121.957964),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 61,000 (year 2009),  Average Future Daily Traffic: 89,958 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OKA ROAD
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 10.600,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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 0537R,  Location: 04-SCL-085-R10.60-LGTS (Lat: 37.256611,  Lng: -121.957808),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 61,000 (year 2009),  Average Future Daily Traffic: 89,958 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OKA ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 10.600,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed 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: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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 0538F,  Location: 04-SCL-085-R10.60-LGTS (Lat: 37.256136,  Lng: -121.958167),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,900 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,428 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OKA ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 10.600,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37 0539F,  Location: 04-SCL-085-R10.60-LGTS (Lat: 37.255983,  Lng: -121.958233),  Route carried "on" structure: Ramp State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 11,000 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,579 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OKA ROAD
Minimum Vertical Clearance: 6.57m (21.56ft),  Kilometerpoint: 10.600,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 37C0014,  Location: NEAR EDELEN AVE (Lat: 37.224239,  Lng: -121.979625),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 767 (year 2042),  Design Load: HS 20,  Features Intersected: LOS GATOS CREEK,  Facility Carried by Structure: MILES AVE
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: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.09m (6.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $376,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37C003,  Location: AT SARATOGA AVE (Lat: 37.225472,  Lng: -121.970917),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 838 (year 2044),  Design Load: H 20,  Features Intersected: SARATOGA LOS GATOS RD,  Facility Carried by Structure: BELLA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.2 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37C0104,  Location: NEAR SH 17 (Lat: 37.234289,  Lng: -121.973847),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 22,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,274 (year 2044),  Design Load: HS 20,  Features Intersected: LOS GATOS CREEK,  Facility Carried by Structure: BLOSSOM HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0107,  Location: 0.2 MI E/O SH 17 (Lat: 37.200542,  Lng: -121.991542),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 800 (year 2010),  Truck Traffic: 40%,  Average Future Daily Traffic: 1,561 (year 2042),  Design Load: HS 20,  Features Intersected: LEXINGTON RESERVOIR,  Facility Carried by Structure: ALMA BRIDGE RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: 37C0285,  Location: NEAR QUITO RD (Lat: 37.262908,  Lng: -121.992011),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 20,000 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,444 (year 2044),  Features Intersected: SAN TOMAS AQUINO CREEK,  Facility Carried by Structure: POLLARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $1,294,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 37C0286,  Location: WEST OF SH 17 (Lat: 37.252069,  Lng: -121.964903),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 40,000 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 53,798 (year 2042),  Features Intersected: LOS GATOS CREEK,  Facility Carried by Structure: LARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0425,  Location: 0.1 MI S BLOSSOM HILL RD (Lat: 37.232558,  Lng: -121.974311),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 1,500 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,084 (year 2044),  Design Load: HL 93,  Features Intersected: LOS GATOS CREEK,  Facility Carried by Structure: ROBERTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.8m (104.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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 0117,  Location: 04-SCL-017-6.55-LGTS (Lat: 37.221600,  Lng: -121.982186),  Route carried "under" structure: State highway 17,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 71,400 (year 2017),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 6.550,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 37 0124L,  Location: 04-SCL-017-6.16-LGTS (Lat: 37.218458,  Lng: -121.987225),  Route carried "under" structure: Ramp State highway 17,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2013),  Truck Traffic: 4%,  Features Intersected: SANTA CRUZ AV NB OFF-RMP,  Facility Carried by Structure: SANTA CRUZ AVE
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 6.160,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 37 0137,  Location: 04-SCL-017-6.65-LGTS (Lat: 37.222608,  Lng: -121.981025),  Route carried "under" structure: State highway 17,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 71,400 (year 2017),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 6.650,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 37 0144,  Location: 04-SCL-009-11.43-LGTS (Lat: 37.226583,  Lng: -121.974672),  Route carried "under" structure: State highway 17,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2009),  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: STATE ROUTE 9
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 7.070,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 37 0148,  Location: 04-SCL-017-7.67-LGTS (Lat: 37.234461,  Lng: -121.971114),  Route carried "under" structure: State highway 17,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 97,700 (year 2017),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: BLOSSOM HILL ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 7.670,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 37 0151,  Location: 04-SCL-017-8.89-LGTS (Lat: 37.249581,  Lng: -121.959897),  Route carried "under" structure: State highway 17,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 101,900 (year 2017),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 17 & RAMPS,  Facility Carried by Structure: LARK AVENUE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 8.890,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 37 0493,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.255175,  Lng: -121.956125),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 4,250 (year 2013),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 85 & RAMPS,  Facility Carried by Structure: STATE ROUTE 17
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 10.500,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.2m (200.8ft)

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Structure Number: 37 0493,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.255175,  Lng: -121.956125),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2013),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 85 & RAMPS,  Facility Carried by Structure: STATE ROUTE 17
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 10.500,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.2m (200.8ft)

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Structure Number: 37 0493,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.255175,  Lng: -121.956125),  Route carried "under" structure: Ramp State highway 17,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 85 & RAMPS
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 9.390,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.2m (200.8ft)

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Structure Number: 37 0493,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.255175,  Lng: -121.956125),  Route carried "under" structure: State highway 85,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 117,600 (year 2017),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 85 & RAMPS,  Facility Carried by Structure: STATE ROUTE 17
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 10.500,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.2m (200.8ft)