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

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Structure Number: 37 0042,  Location: 04-SCL-017-6.55-LGTS (Lat: 37.220000,  Lng: -121.981667),  Route carried "on" structure: State highway 17,  Year Built: 1955,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 99,000 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 243,599 (year 2028),  Design Load: HS 20,  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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0117,  Location: 04-SCL-017-6.55-LGTS (Lat: 37.222167,  Lng: -121.983700),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 10,000 (year 1998),  Average Future Daily Traffic: 13,052 (year 2028),  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,  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: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0124L,  Location: 04-SCL-017-6.16-LGTS (Lat: 37.218333,  Lng: -121.988333),  Route carried "on" structure: State highway 17,  Year Built: 1956,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 32,750 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,969 (year 2028),  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: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.46m (54.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,015,000,  Roadway Improvement Cost: $201,000,  Total Project Cost: $3,022,000,  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-009-11.3-LGTS (Lat: 37.227222,  Lng: -121.977778),  Route carried "on" structure: State highway 9,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 37,000 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,968 (year 2029),  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: 20.8m (68.2ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0144,  Location: 04-SCL-009-11.43-LGTS (Lat: 37.226667,  Lng: -121.973333),  Route carried "on" structure: State highway 9,  Year Built: 1957,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 37,000 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,968 (year 2029),  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: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,555,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,333,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0148,  Location: 04-SCL-017-7.67-LGTS (Lat: 37.234233,  Lng: -121.971267),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 850 (year 1998),  Average Future Daily Traffic: 1,253 (year 2028),  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,  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: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0151,  Location: 04-SCL-017-8.89-LGTS (Lat: 37.249267,  Lng: -121.959450),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 12,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,431 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 17,  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: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0491H,  Location: 04-SCL-017-9.42-LGTS (Lat: 37.257778,  Lng: -121.961111),  Route carried "on" structure: State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 625 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 830 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: LOS GATOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.420,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  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: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0491L,  Location: 04-SCL-085-R10.8-LGTS (Lat: 37.257350,  Lng: -121.961583),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 69,500 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 103,007 (year 2028),  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,  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: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0491R,  Location: 04-SCL-085-R10.8-LGTS (Lat: 37.257883,  Lng: -121.961067),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 69,500 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 103,350 (year 2028),  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: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0493,  Location: 04-SCL-017-9.32-LGTS (Lat: 37.254733,  Lng: -121.953783),  Route carried "on" structure: State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 99,000 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 243,599 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.320,  Lanes on structure: 5,  Lanes under structure: 11,  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: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0493H,  Location: 04-SCL-017-R9.32-LGTS (Lat: 37.254733,  Lng: -121.953783),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 20,002 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,929 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 85 & CONN RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.320,  Lanes on structure: 2,  Lanes under structure: 12,  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: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0495K,  Location: 04-SCL-085-R10.3-LGTS (Lat: 37.253700,  Lng: -121.952667),  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: 6,624 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NB 17-SB 85 CONNECTOR
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: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0496S,  Location: 04-SCL-085-R10.3-LGTS (Lat: 37.255533,  Lng: -121.951600),  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: 9,901 (year 2029),  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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0497,  Location: 04-SCL-085-R10.23-LGTS (Lat: 37.253450,  Lng: -121.951783),  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: 51,777 (year 2029),  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,  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: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0498S,  Location: 04-SCL-017-8.98-LGTS (Lat: 37.250000,  Lng: -121.958767),  Route carried "on" structure: Bypass State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 16,001 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,795 (year 2028),  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,  Base Highway Network: Yes (,  Subroute: 1),  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: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0515G,  Location: 04-SCL-017-9.24-LGTS (Lat: 37.256667,  Lng: -121.953333),  Route carried "on" structure: State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 99,000 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 243,599 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: N17-N85 CONNECTOR RAMP
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: 26.2m (86.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Inspection Date: July 2006,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $142,000

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Structure Number: 37 0516F,  Location: 04-SCL-017-9.5-LGTS (Lat: 37.256667,  Lng: -121.953333),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 10,001 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,530 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 17
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 9.500,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 87.0m (285.4ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0519,  Location: 04-SCL-085-R11-LGTS (Lat: 37.258883,  Lng: -121.964667),  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: 29,335 (year 2028),  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,  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: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0520L,  Location: 04-SCL-085-R11.97-LGTS (Lat: 37.270000,  Lng: -121.978333),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 59,500 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 133,713 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: POLLARD ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  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: 59.7m (195.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0520R,  Location: 04-SCL-085-R11.97-LGTS (Lat: 37.270000,  Lng: -121.978333),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 59,500 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 134,158 (year 2028),  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: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0536F,  Location: 04-SCL-017-9.45-LGTS (Lat: 37.253333,  Lng: -121.956667),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 850 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,148 (year 2028),  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,  Base Highway Network: Yes (,  Subroute: 1),  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: 41.1m (134.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0537G,  Location: 04-SCL-017-9.43-LGTS (Lat: 37.253333,  Lng: -121.955000),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1994,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 14,000 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,106 (year 2028),  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,  Base Highway Network: Yes (,  Subroute: 1),  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: 39.3m (128.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0537L,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 69,500 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 103,007 (year 2028),  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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0537R,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  Route carried "on" structure: State highway 85,  Year Built: 1994,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 69,500 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 103,350 (year 2028),  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: 16.8m (55.1ft),  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: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0538F,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  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),  Average Future Daily Traffic: 9,059 (year 2028),  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: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37 0539F,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  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),  Average Future Daily Traffic: 16,890 (year 2028),  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: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C0014,  Location: NEAR EDELEN AVE (Lat: 37.222639,  Lng: -121.982258),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 500 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 732 (year 2028),  Design Load: H 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: 19.2m (63.0ft),  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: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C003,  Location: AT SARATOGA AVE (Lat: 37.224528,  Lng: -121.964558),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 600 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 785 (year 2029),  Design Load: H 20,  Features Intersected: SARATOGA 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: 1 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: 1.9m (6.2ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C0104,  Location: NEAR SH 17 (Lat: 37.234217,  Lng: -121.973633),  Route carried "on" structure: City street C023,  Year Built: 1964,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 20,625 (year 1990),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,501 (year 2029),  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,  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: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  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: 37.262778,  Lng: -121.991944),  Route carried "on" structure: City street C182,  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: 25,760 (year 2029),  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: 7.9m (25.9ft),  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: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37C0286,  Location: WEST OF SH 17 (Lat: 37.251725,  Lng: -121.964447),  Route carried "on" structure: City street C094,  Year Built: 1965,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 40,000 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,520 (year 2029),  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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37C0343,  Location: 0.10 MI S BLOSSOM HILL RD (Lat: 37.231944,  Lng: -121.972778),  Route carried "on" structure: City street ,  Year Built: 1918,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,664 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,238 (year 2029),  Features Intersected: LOS GATOS CREEK,  Facility Carried by Structure: ROBERTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 19.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.49m (11.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $434,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37 0117,  Location: 04-SCL-017-6.55-LGTS (Lat: 37.222167,  Lng: -121.983700),  Route carried "under" structure: State highway 17,  Year Built: 1955,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 65,500 (year 1997),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.655,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  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: 37.218333,  Lng: -121.988333),  Route carried "under" structure: Bypass State highway 17,  Year Built: 1956,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 32,750 (year 1997),  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: 0.616,  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: 37.221667,  Lng: -121.978333),  Route carried "under" structure: State highway 17,  Year Built: 1956,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 55,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: LOS GATOS SCHL POC
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.665,  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: 37.226667,  Lng: -121.973333),  Route carried "under" structure: State highway 17,  Year Built: 1957,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 52,000 (year 2001),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: STATE ROUTE 9
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.707,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 37 0148,  Location: 04-SCL-017-7.67-LGTS (Lat: 37.234233,  Lng: -121.971267),  Route carried "under" structure: State highway 17,  Year Built: 1959,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 92,200 (year 1997),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: BLOSSOM HILL ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.767,  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: 37.249267,  Lng: -121.959450),  Route carried "under" structure: State highway 17,  Year Built: 1994,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 117,100 (year 1997),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 17,  Facility Carried by Structure: LARK AVENUE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.889,  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: 37.254733,  Lng: -121.953783),  Route carried "under" structure: State highway 85,  Year Built: 1994,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 139,000 (year 1999),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: STATE ROUTE 17
Minimum Vertical Clearance: 0.76m (2.49ft),  Kilometerpoint: 0.105,  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)

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Structure Number: 37 0493H,  Location: 04-SCL-017-R9.32-LGTS (Lat: 37.254733,  Lng: -121.953783),  Route carried "under" structure: State highway 85,  Year Built: 1994,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 139,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: SR 85 & CONN RAMPS
Minimum Vertical Clearance: 0.69m (2.26ft),  Kilometerpoint: 1.048,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.7m (202.4ft)

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Structure Number: 37 0493H,  Location: 04-SCL-017-R9.32-LGTS (Lat: 37.254733,  Lng: -121.953783),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1994,  Structure Length: 12.40m (40.68ft),  Average Daily Traffic: 20,002 (year 1998),  Truck Traffic: 2%,  Features Intersected: SR 85 & CONN RAMPS
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.048,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.7m (202.4ft)

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Structure Number: 37 0495K,  Location: 04-SCL-085-R10.3-LGTS (Lat: 37.253700,  Lng: -121.952667),  Route carried "under" structure: Ramp State highway 17,  Year Built: 1994,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 7,600 (year 2001),  Truck Traffic: 2%,  Features Intersected: NB 17-SB 85 CONNECTOR,  Facility Carried by Structure: SB 85 OFF-RAMP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.093,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 37 0496S,  Location: 04-SCL-085-R10.3-LGTS (Lat: 37.255533,  Lng: -121.951600),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1994,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 19,800 (year 1995),  Truck Traffic: 7%,  Features Intersected: NB85-NB17 & NB85-SB17,  Facility Carried by Structure: BASCOM AVE ON RAMP
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.103,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.1m (151.2ft)

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Structure Number: 37 0497,  Location: 04-SCL-085-R10.23-LGTS (Lat: 37.253450,  Lng: -121.951783),  Route carried "under" structure: State highway 85,  Year Built: 1994,  Structure Length: 13.79m (45.24ft),  Average Daily Traffic: 139,000 (year 2001),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: BASCOM AVENUE
Minimum Vertical Clearance: 7.28m (23.88ft),  Kilometerpoint: 1.023,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.2m (128.6ft)

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Structure Number: 37 0497,  Location: 04-SCL-085-R10.23-LGTS (Lat: 37.253450,  Lng: -121.951783),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1994,  Structure Length: 13.79m (45.24ft),  Average Daily Traffic: 30,000 (year 2001),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: BASCOM AVENUE
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 1.023,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.2m (128.6ft)

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Structure Number: 37 0497,  Location: 04-SCL-085-R10.23-LGTS (Lat: 37.253450,  Lng: -121.951783),  Route carried "under" structure: Ramp State highway 85,  Year Built: 1994,  Structure Length: 13.79m (45.24ft),  Average Daily Traffic: 19,800 (year 1995),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: BASCOM AVENUE
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 1.023,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.2m (128.6ft)

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Structure Number: 37 0498S,  Location: 04-SCL-017-8.98-LGTS (Lat: 37.250000,  Lng: -121.958767),  Route carried "under" structure: Ramp State highway 17,  Year Built: 1994,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 20,001 (year 1998),  Truck Traffic: 5%,  Features Intersected: N17-N&S85 CONNECTOR RAMP
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.898,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 37 0516F,  Location: 04-SCL-017-9.5-LGTS (Lat: 37.256667,  Lng: -121.953333),  Route carried "under" structure: State highway 17,  Year Built: 1994,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 99,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.095,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 87.0m (285.4ft)

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Structure Number: 37 0518,  Location: 04-SCL-085-R10.98-LGTS (Lat: 37.258717,  Lng: -121.964750),  Route carried "under" structure: State highway 85,  Year Built: 1994,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 116,000 (year 1999),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.098,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 37 0519,  Location: 04-SCL-085-R11-LGTS (Lat: 37.258883,  Lng: -121.964667),  Route carried "under" structure: State highway 85,  Year Built: 1994,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 116,000 (year 1999),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 85,  Facility Carried by Structure: WINCHESTER BLVD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.110,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 37 0520L,  Location: 04-SCL-085-R11.97-LGTS (Lat: 37.270000,  Lng: -121.978333),  Route carried "under" structure: City street 85,  Year Built: 1994,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 21,700 (year 2004),  Truck Traffic: 3%,  Features Intersected: POLLARD ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 37 0520R,  Location: 04-SCL-085-R11.97-LGTS (Lat: 37.270000,  Lng: -121.978333),  Route carried "under" structure: City street 85,  Year Built: 1994,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 21,700 (year 2004),  Truck Traffic: 3%,  Features Intersected: POLLARD ROAD
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 37 0521,  Location: 04-SCL-085-R12-LGTS (Lat: 37.271667,  Lng: -121.978333),  Route carried "under" structure: City street 85,  Year Built: 1994,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 21,700 (year 2004),  Truck Traffic: 3%,  Features Intersected: POLLARD ROAD,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.120,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 37 0537L,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  Route carried "under" structure: City street C183,  Year Built: 1994,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,800 (year 2001),  Truck Traffic: 2%,  Features Intersected: OKA ROAD,  Facility Carried by Structure: SB STATE ROUTE 85
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 37 0537R,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  Route carried "under" structure: City street C183,  Year Built: 1994,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 5,800 (year 2001),  Truck Traffic: 2%,  Features Intersected: OKA ROAD,  Facility Carried by Structure: NB STATE ROUTE 85
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 37 0538F,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  Route carried "under" structure: City street C183,  Year Built: 1994,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,800 (year 2001),  Truck Traffic: 2%,  Features Intersected: OKA ROAD,  Facility Carried by Structure: S85-N17 CONNECTOR
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 37 0539F,  Location: 04-SCL-085-R10.6-LGTS (Lat: 37.258717,  Lng: -121.964733),  Route carried "under" structure: City street C183,  Year Built: 1994,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,800 (year 2001),  Truck Traffic: 2%,  Features Intersected: OKA ROAD,  Facility Carried by Structure: S85-S17 CONNECTOR
Minimum Vertical Clearance: 6.57m (21.56ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 37C003,  Location: AT SARATOGA AVE (Lat: 37.224528,  Lng: -121.964558),  Route carried "under" structure: City street C112,  Year Built: 1957,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 24,717 (year 1990),  Truck Traffic: 10%,  Features Intersected: SARATOGA RD,  Facility Carried by Structure: BELLA VISTA AVE
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)