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


  • National Bridge Inventory (NBI) Statistics
  • 60Number of bridges
  • 336m1,102ftTotal length
  • $18,111,000Total costs
  • 2,036,310Total average daily traffic
  • 94,932Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Palo Alto
  • No street view available for this location


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New bridges - Historical Statistics

  • 21910-1919
  • 21920-1929
  • 31930-1939
  • 61940-1949
  • 61950-1959
  • 301960-1969
  • 21970-1979
  • 81980-1989
  • 12000-2009

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 31960-1969
  • 21970-1979
  • 11980-1989
  • 31990-1999

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 0012,  Location: 04-SCL-082-13.07-SCL (Lat: 37.352214,  Lng: -121.973439),  Route carried "on" structure: State highway 82,  Year Built: 1958,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 32,000 (year 2009),  Average Future Daily Traffic: 50,600 (year 2030),  Design Load: HS 20,  Features Intersected: SARATOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.070,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0017,  Location: 04-SCL-082-23.63-PA (Lat: 37.420203,  Lng: -122.135517),  Route carried "on" structure: State highway 82,  Year Built: 1930,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 43,250 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 80,148 (year 2032),  Design Load: H 15,  Features Intersected: MATADERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.630,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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 48 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 0018,  Location: 04-SCL-082-26.36-PA (Lat: 37.446808,  Lng: -122.171964),  Route carried "on" structure: State highway 82,  Year Built: 1913,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 41,250 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 77,125 (year 2036),  Features Intersected: SAN FRANCISQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.360,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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 0092,  Location: 04-SCL-082-25.88-PA (Lat: 37.443308,  Lng: -122.164064),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 24,900 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,669 (year 2036),  Design Load: H 15,  Features Intersected: STATE ROUTE 82,  Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $1,257,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,111,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 014,  Location: 04-SCL-880-3.56-SJS (Lat: 37.358089,  Lng: -121.907217),  Route carried "on" structure: Interstate 880,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 237,462 (year 2035),  Design Load: HS 20,  Features Intersected: N 1ST ST & VTA LRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.560,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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 0146,  Location: 04-SCL-101-50.32-PA (Lat: 37.427925,  Lng: -122.101592),  Route carried "on" structure: City street C003,  Year Built: 1960,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 45,851 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,210 (year 2036),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: SAN ANTONIO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.47m (27.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $953,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $1,601,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0149,  Location: 04-SCL-101-52.01-PA (Lat: 37.446639,  Lng: -122.121389),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 43,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,210 (year 2036),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 24.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 015,  Location: 04-SCL-101-52.17-PA (Lat: 37.448619,  Lng: -122.123397),  Route carried "on" structure: City street C396,  Year Built: 1960,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 23,850 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,188 (year 2036),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101 & RAMPS,  Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 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: 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: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 37 0155K,  Location: 04-SCL-101-52.11-PA (Lat: 37.447672,  Lng: -122.122575),  Route carried "on" structure: Bypass US 101,  Year Built: 1965,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 4,100 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,121 (year 2036),  Design Load: HS 20,  Features Intersected: SB HIGHWAY 101 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.110,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37 0174,  Location: 04-SCL-101-50.66-PA (Lat: 37.432147,  Lng: -122.105172),  Route carried "on" structure: US 101,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.98m (6.50ft),  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: ADOBE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.660,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.1m (154.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 47.1m (154.5ft),  Out-to-Out Width: 48.6m (159.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.1 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,  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 0661,  Location: 04-SCL-082-22.34-PA (Lat: 37.406481,  Lng: -122.119914),  Route carried "on" structure: State highway 82,  Year Built: 2004,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 43,250 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 80,148 (year 2032),  Design Load: HS 20,  Features Intersected: ADOBE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.340,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Channel: Excellent,  Culverts: 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 48 months,  Inspection Date: July 14
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Structure Number: 37C0001,  Location: ALMA ST (Lat: 37.438331,  Lng: -122.155775),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 22,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,988 (year 2036),  Features Intersected: EMBARCADERO ROAD,  Facility Carried by Structure: ALMA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 24.9 metric tons,  Inventory Rating: 14.9 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,124,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0005,  Location: AT UNIVERSITY AVE (Lat: 37.443333,  Lng: -122.164056),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 22,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,258 (year 2036),  Design Load: H 15,  Features Intersected: UNIVERSITY AVE,  Facility Carried by Structure: ALMA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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 minimum criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $489,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $821,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0059,  Location: ADJACENT TO SH 101 (Lat: 37.432250,  Lng: -122.105042),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20,  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: E BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 12,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $367,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0072,  Location: ADJACENT TO SH 101 (Lat: 37.440164,  Lng: -122.113322),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,656 (year 2036),  Design Load: HS 20,  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: E BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.6 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $470,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0073,  Location: ADJACENT TO SH 101 (Lat: 37.439819,  Lng: -122.113847),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,438 (year 2036),  Design Load: HS 20,  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: W BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $463,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0152,  Location: NEAR ALMA STREET (Lat: 37.427708,  Lng: -122.140144),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2030),  Features Intersected: OREGON PAGE MILL EXPWY,  Facility Carried by Structure: PARKING LOT ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 12,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $80,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 37C017,  Location: 0.5 MI E/O SH 101 (Lat: 37.062008,  Lng: -121.577111),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 13,470 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,517 (year 2036),  Features Intersected: LLAGAS CREEK,  Facility Carried by Structure: MASTEN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $368,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0179,  Location: 0.41 MI NE OF RTE 82 (Lat: 37.428483,  Lng: -122.140103),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 35,960 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,766 (year 2036),  Design Load: H 15,  Features Intersected: OREGON EXPRESSWAY,  Facility Carried by Structure: ALMA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 7.62m (25.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $10,100,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0181,  Location: CENTRAL EXPRESSWAY (Lat: 37.380167,  Lng: -122.018808),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 26,200 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,932 (year 2034),  Design Load: HS 20,  Features Intersected: Central Expressway,  Facility Carried by Structure: FAIR OAKS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 37C0189,  Location: NEAR ALMA ST (Lat: 37.409406,  Lng: -122.107231),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 50,000 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 63,281 (year 2036),  Design Load: HS 20,  Features Intersected: MALL PARKING ACCESS RD,  Facility Carried by Structure: SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0221,  Location: NEAR FABIAN DR (Lat: 37.429331,  Lng: -122.105242),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,383 (year 2036),  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: E MEADOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0222,  Location: 100 m N/O loma Verde Ave. (Lat: 37.435606,  Lng: -122.120219),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,327 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: LOUIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0223,  Location: NEAR WOODLAND AVE (Lat: 37.454344,  Lng: -122.136631),  Route carried "on" structure: City street ,  Year Built: 1911,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,218 (year 2036),  Features Intersected: SAN FRANCISQUITO CREEK,  Facility Carried by Structure: NEWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 24.9 metric tons,  Inventory Rating: 14.9 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $328,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0224,  Location: NEAR SEARSVILLE RD (Lat: 37.428575,  Lng: -122.189928),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 22,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,422 (year 2036),  Design Load: HS 20,  Features Intersected: SAN FRANCISQUITO CREEK,  Facility Carried by Structure: SAND 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: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 31.8 metric tons,  Inventory Rating: 19.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Other Special Inspection Date: September 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0225,  Location: JUST N OF HWY 82 (Lat: 37.422008,  Lng: -122.135744),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,218 (year 2036),  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: LAMBERT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0226,  Location: 0.4 MI E PAGE MILL RD (Lat: 37.396317,  Lng: -122.152161),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,270 (year 2036),  Features Intersected: DEER CREEK,  Facility Carried by Structure: DEER CR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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 minimum 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: 37C036,  Location: INTX WITH CAMPISI WAY (Lat: 37.292078,  Lng: -121.934367),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,801 (year 2036),  Design Load: HS 20,  Features Intersected: LOS GATOS CREEK,  Facility Carried by Structure: CREEKSIDE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0369,  Location: COLO AVE & LOMA VERDE AV (Lat: 37.431439,  Lng: -122.125983),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,367 (year 2036),  Design Load: HS 20,  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: MIDDLEFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0371,  Location: ALMA ST & MIDDLEFIELD RD (Lat: 37.418392,  Lng: -122.112781),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 15,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,608 (year 2029),  Design Load: HS 20,  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: E CHARLESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0372,  Location: E MEADOW DR & CHARLSTN RD (Lat: 37.423964,  Lng: -122.106494),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,213 (year 2029),  Features Intersected: ADOBE CREEK,  Facility Carried by Structure: LOUIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0611,  Location: 300' N LAMBERT AVE (Lat: 37.424381,  Lng: -122.135264),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2036),  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 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: 37C0752,  Location: 0.2 MI E PENITENCIA CR RD (Lat: 37.394708,  Lng: -121.810903),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 690 (year 1980),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,106 (year 2035),  Features Intersected: PENITENCIA CREEK,  Facility Carried by Structure: ALUM ROCK FALLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.9 metric tons,  Inventory Rating: 15.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $278,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0759,  Location: WOODLAND & PALO ALTO AV (Lat: 37.456642,  Lng: -122.153567),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,182 (year 2029),  Features Intersected: SAN FRANCISQUITO CREEK,  Facility Carried by Structure: CHAUCER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 79.7 metric tons,  Inventory Rating: 48.0 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C076,  Location: AT ABEL ST (Lat: 37.427678,  Lng: -121.908619),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,434 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 17,930 (year 2032),  Features Intersected: PENITENCIA CREEK,  Facility Carried by Structure: SERRA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to 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: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0766,  Location: TIPPAWINGO & JOSINA AVE (Lat: 37.416678,  Lng: -122.136569),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,273 (year 2036),  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: MATADERO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 25.9 metric tons,  Inventory Rating: 15.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37C0768,  Location: K ST & LOMA VERDE AVE (Lat: 37.427944,  Lng: -122.129797),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,218 (year 2036),  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: WAVERLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 21.9m (71.9ft)

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: 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: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0769,  Location: COLO AVE & LOMA VERDE AV (Lat: 37.429175,  Lng: -122.128611),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,383 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: COWPER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37C0771,  Location: COLO AVE & LOMA VERDE AV (Lat: 37.437636,  Lng: -122.117239),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,726 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MATADERO CREEK,  Facility Carried by Structure: GREER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37 0092,  Location: 04-SCL-082-25.88-PA (Lat: 37.443308,  Lng: -122.164064),  Route carried "under" structure: State highway 82,  Year Built: 1940,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 41,250 (year 2009),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 82,  Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.588,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.2m (46.6ft)

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Structure Number: 37 0146,  Location: 04-SCL-101-50.32-PA (Lat: 37.427925,  Lng: -122.101592),  Route carried "under" structure: US 101,  Year Built: 1960,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: SAN ANTONIO ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.032,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 37 0149,  Location: 04-SCL-101-52.01-PA (Lat: 37.446639,  Lng: -122.121389),  Route carried "under" structure: Ramp US 101,  Year Built: 1965,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 18,700 (year 2004),  Truck Traffic: 4%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 5.201,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 37 0149,  Location: 04-SCL-101-52.01-PA (Lat: 37.446639,  Lng: -122.121389),  Route carried "under" structure: US 101,  Year Built: 1965,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 5.201,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 37 0149,  Location: 04-SCL-101-52.01-PA (Lat: 37.446639,  Lng: -122.121389),  Route carried "under" structure: Ramp US 101,  Year Built: 1965,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 11,800 (year 2004),  Truck Traffic: 3%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.201,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 37 015,  Location: 04-SCL-101-52.17-PA (Lat: 37.448619,  Lng: -122.123397),  Route carried "under" structure: US 101,  Year Built: 1960,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 187,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: U.S. HIGHWAY 101 & RAMPS,  Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 5.217,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 37 015,  Location: 04-SCL-101-52.17-PA (Lat: 37.448619,  Lng: -122.123397),  Route carried "under" structure: Ramp US 101,  Year Built: 1960,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 21,300 (year 2004),  Truck Traffic: 3%,  Features Intersected: U.S. HIGHWAY 101 & RAMPS,  Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 5.217,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 37 015,  Location: 04-SCL-101-52.17-PA (Lat: 37.448619,  Lng: -122.123397),  Route carried "under" structure: Ramp US 101,  Year Built: 1960,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 18,800 (year 2004),  Truck Traffic: 2%,  Features Intersected: U.S. HIGHWAY 101 & RAMPS,  Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.217,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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