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


  • National Bridge Inventory (NBI) Statistics
  • 715Number of bridges
  • 13,540m44,423ftTotal length
  • $228,152,000Total costs
  • 35,168,856Total average daily traffic
  • 1,547,117Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for San Jose
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 31910-1919
  • 71920-1929
  • 161930-1939
  • 111940-1949
  • 251950-1959
  • 991960-1969
  • 2251970-1979
  • 721980-1989
  • 2041990-1999
  • 502000-2009
  • 22010-2015

Reconstructed bridges - Historical Statistics

  • 21930-1939
  • 01940-1949
  • 51950-1959
  • 81960-1969
  • 91970-1979
  • 141980-1989
  • 241990-1999
  • 192000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 37 0037,  Location: 04-SCL-101-40.19-SJS (Lat: 37.375131,  Lng: -121.932478),  Route carried "on" structure: US 101,  Year Built: 1937,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 134,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 210,052 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.190,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.0m (173.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 53.1m (174.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0037S,  Location: 04-SCL-101-40.19-SJS (Lat: 37.375308,  Lng: -121.932436),  Route carried "on" structure: Ramp US 101,  Year Built: 2005,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 14,200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,168 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.190,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0039,  Location: 04-SCL-101-36.69-SJS (Lat: 37.359883,  Lng: -121.873439),  Route carried "on" structure: US 101,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 162,615 (year 2033),  Design Load: H 15,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.690,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 47.3 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: Somewhat better than minimum adequacy,  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: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 004,  Location: 04-SCL-101-51.37-PA (Lat: 37.440089,  Lng: -122.113442),  Route carried "on" structure: US 101,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 244,735 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: MATADERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.370,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.9 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: Febuary 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0048,  Location: 04-SCL-101-R35.76-SJS (Lat: 37.349608,  Lng: -121.861958),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 28,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,969 (year 2036),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: E SANTA CLARA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  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: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0050G,  Location: 04-SCL-280-L5.40-SJS (Lat: 37.318131,  Lng: -121.938375),  Route carried "on" structure: Ramp Interstate 280,  Year Built: 1971,  Status: Open,  Structure Length: 35.60m (116.80ft),  Average Daily Traffic: 28,000 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,857 (year 2035),  Design Load: HS 20,  Features Intersected: I 280,SR 17,CONNS,MOORPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.400,  Lanes on structure: 2,  Lanes under structure: 22,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 47.4m (155.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Critical Feature Inspection Date: January 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084K,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422889,  Lng: -121.926714),  Route carried "on" structure: Ramp State highway 237,  Year Built: 2000,  Status: Open,  Structure Length: 12.70m (41.67ft),  Average Daily Traffic: 6,000 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,086 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.720,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084L,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422661,  Lng: -121.926967),  Route carried "on" structure: State highway 237,  Year Built: 1961,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,768 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.720,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084R,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422419,  Lng: -121.927322),  Route carried "on" structure: State highway 237,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,768 (year 2034),  Design Load: HS 20,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.720,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 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: 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 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0084S,  Location: 04-SCL-237-8.72-SJS (Lat: 37.422239,  Lng: -121.927706),  Route carried "on" structure: Ramp State highway 237,  Year Built: 2000,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 5,000 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,434 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.720,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0097,  Location: 04-SCL-101-36.37-SJS (Lat: 37.356617,  Lng: -121.868900),  Route carried "on" structure: US 101,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 174,000 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 299,062 (year 2035),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.370,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 47.7m (156.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 01,  Location: 04-SCL-280-L5.17-SJS (Lat: 37.317111,  Lng: -121.935986),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,143 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 280,  Facility Carried by Structure: MAC ARTHUR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0102R,  Location: 04-SCL-101-29.83 (Lat: 37.278306,  Lng: -121.805925),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 64,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,274 (year 2033),  Design Load: HS 20,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.830,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Critical Feature Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0108L,  Location: 04-SCL-101-29.72-SJS (Lat: 37.276872,  Lng: -121.805356),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 64,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,274 (year 2033),  Design Load: HS 20,  Features Intersected: COYOTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.720,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0108R,  Location: 04-SCL-101-29.72-SJS (Lat: 37.276753,  Lng: -121.805000),  Route carried "on" structure: US 101,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 64,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,274 (year 2033),  Design Load: HS 20,  Features Intersected: COYOTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.720,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0113,  Location: 04-SCL-101-37.41-SJS (Lat: 37.362142,  Lng: -121.885833),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 15,564 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,024 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: EAST HEDDING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  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: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0114,  Location: 04-SCL-101-37.73-SJS (Lat: 37.362722,  Lng: -121.891297),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 27,072 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,740 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OAKLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.0m (124.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Bridge Improvement Cost: $2,167,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $3,640,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0116,  Location: 04-SCL-101-39.29-SJS (Lat: 37.372036,  Lng: -121.917011),  Route carried "on" structure: US 101,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 144,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 189,343 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: NORTH 1ST ST & VTA LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.290,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Bridge Improvement Cost: $3,254,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $5,466,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0118,  Location: 04-SCL-101-38.09-SJS (Lat: 37.363142,  Lng: -121.897667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 16,600 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,495 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.01m (39.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Bridge Improvement Cost: $2,379,000,  Roadway Improvement Cost: $475,000,  Total Project Cost: $3,996,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0119,  Location: 04-SCL-880-4.06-SJS (Lat: 37.363631,  Lng: -121.901844),  Route carried "on" structure: Interstate 880,  Year Built: 1997,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 237,462 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.060,  Lanes on structure: 9,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.6m (156.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 47.6m (156.2ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 012,  Location: 04-SCL-880-4.28-SJS (Lat: 37.366894,  Lng: -121.900925),  Route carried "on" structure: Interstate 880,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 150,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 195,344 (year 2037),  Design Load: HS 20,  Features Intersected: UP RR & OLD BAYSHORE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.280,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.6m (133.2ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.5 metric tons,  Inventory Rating: 30.5 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 48 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0121,  Location: 04-SCL-101-36.94-SJS (Lat: 37.360811,  Lng: -121.877542),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 19,300 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,280 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0123,  Location: 04-SCL-101-R36.12-SJS (Lat: 37.353800,  Lng: -121.866369),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 31,831 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,048 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MCKEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0125,  Location: 04-SCL-880-0.88-SJS (Lat: 37.330172,  Lng: -121.940333),  Route carried "on" structure: Interstate 880,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 163,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 235,887 (year 2033),  Design Load: HS 20,  Features Intersected: HEDDING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.880,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0126,  Location: 04-SCL-880-1.25-SJS (Lat: 37.334103,  Lng: -121.936522),  Route carried "on" structure: Interstate 880,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 154,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 184,856 (year 2035),  Design Load: HS 20,  Features Intersected: BASCOM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.250,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0127,  Location: 04-SCL-880-1.73-SJS (Lat: 37.339267,  Lng: -121.930575),  Route carried "on" structure: City street C260,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,377 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Inventory Rating: 27.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0128,  Location: 04-SCL-082-9.90-SJS (Lat: 37.342639,  Lng: -121.926336),  Route carried "on" structure: State highway 82,  Year Built: 1960,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 14,700 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,300 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.900,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 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: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0129,  Location: 04-SCL-880-2.38-SJS (Lat: 37.345747,  Lng: -121.922158),  Route carried "on" structure: Interstate 880,  Year Built: 1992,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 245,656 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CALTRAIN & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.380,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0131,  Location: 04-SCL-017-13.93-SJS (Lat: 37.317058,  Lng: -121.940069),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 181,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 237,500 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280 & RAMPS
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 13.930,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.4m (129.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $2,446,000,  Roadway Improvement Cost: $489,000,  Total Project Cost: $4,109,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0131F,  Location: 04-SCL-017-13.93-SJS (Lat: 37.317061,  Lng: -121.939892),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 16,300 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,884 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280 & RAMPS
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 13.930,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0131G,  Location: 04-SCL-017-13.93-SJS (Lat: 37.315983,  Lng: -121.939856),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,503 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 280 & RAMPS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.930,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 12,  Bridge Improvement Cost: $529,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $888,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0132,  Location: 04-SCL-880-0.41-SJS (Lat: 37.323167,  Lng: -121.941208),  Route carried "on" structure: City street C028,  Year Built: 1959,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,097 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: STEVENS CREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 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: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0139,  Location: 04-SCL-017-13.85-SJS (Lat: 37.315994,  Lng: -121.940081),  Route carried "on" structure: State highway 17,  Year Built: 1959,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 181,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 237,500 (year 2035),  Design Load: HS 20,  Features Intersected: MOORPARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.850,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0139G,  Location: 04-SCL-017-13.85-SJS (Lat: 37.315903,  Lng: -121.940781),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 21,500 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,106 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MOORPARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.850,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0141,  Location: 04-SCL-880-3.78-SJS (Lat: 37.360547,  Lng: -121.904711),  Route carried "on" structure: Interstate 880,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 237,462 (year 2035),  Design Load: HS 20,  Features Intersected: NORTH FOURTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.780,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.1m (131.6ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 40.1m (131.6ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0142,  Location: 04-SCL-101-34.55-SJS (Lat: 37.335486,  Lng: -121.848725),  Route carried "on" structure: City street C020,  Year Built: 1967,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 26,538 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,037 (year 2037),  Design Load: H 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: STORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Inventory Rating: 33.7 metric tons,  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 48 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0159K,  Location: 04-SCL-237-R5.68-SJS (Lat: 37.414858,  Lng: -121.980458),  Route carried "on" structure: Ramp State highway 237,  Year Built: 1994,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 4,500 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,172 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SAN TOMAS AQUINO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.680,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 37 0159L,  Location: 04-SCL-237-R5.68-SJS (Lat: 37.414606,  Lng: -121.980386),  Route carried "on" structure: State highway 237,  Year Built: 1994,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,513 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SAN TOMAS AQUINO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.680,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0159R,  Location: 04-SCL-237-R5.68-SJS (Lat: 37.414347,  Lng: -121.980331),  Route carried "on" structure: State highway 237,  Year Built: 1994,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,513 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SAN TOMAS AQUINO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.680,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0159S,  Location: 04-SCL-237-R5.68-SJS (Lat: 37.414161,  Lng: -121.980283),  Route carried "on" structure: Ramp State highway 237,  Year Built: 1994,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,688 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SAN TOMAS AQUINO CREEK,  Facility Carried by Structure: GREAT AMERICA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.680,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0173,  Location: 04-SCL-880-0.69-SJS (Lat: 37.327103,  Lng: -121.940581),  Route carried "on" structure: Interstate 880,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 163,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 235,887 (year 2033),  Design Load: HS 20,  Features Intersected: FOREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.690,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Bridge Improvement Cost: $1,615,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $2,713,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0176,  Location: 04-SCL-880-3.15-SJS (Lat: 37.353367,  Lng: -121.911967),  Route carried "on" structure: Interstate 880,  Year Built: 1960,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 244,845 (year 2035),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.150,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.8 metric tons,  Inventory Rating: 26.9 metric tons,  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: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 018,  Location: 04-SCL-101-40.70-SJS (Lat: 37.376425,  Lng: -121.941719),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 74,814 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,300 (year 2030),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: DE LA CRUZ BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0183G,  Location: 04-SCL-087-9.20-SJS (Lat: 37.373389,  Lng: -121.927497),  Route carried "on" structure: Ramp State highway 87,  Year Built: 1992,  Status: Open,  Structure Length: 15.90m (52.17ft),  Average Daily Traffic: 16,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,641 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 9.200,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  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: 52.4m (171.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.90m (52.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Bridge Improvement Cost: $2,019,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $3,391,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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