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

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Structure Number: 35 0054,  Location: 04-SM-092-R14.44-FSTC (Lat: 37.600000,  Lng: -122.213333),  Route carried "on" structure: State highway 92,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1099.38m (3606.89ft),  Average Daily Traffic: 83,800 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 145,516 (year 2029),  Design Load: HS 20,  Features Intersected: SAN FRANCISCO BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.440,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel,  Design/Construction: Orthotropic,  Number Of Spans In Main Unit: 37,  Number Of Approach Spans: 871,  Length of Maximum Span: 228.6m (750.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: 35 0189,  Location: 04-SM-092-R13.83-FSTC (Lat: 37.566667,  Lng: -122.268333),  Route carried "on" structure: State highway 92,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 15.88m (52.10ft),  Average Daily Traffic: 123,000 (year 2000),  Truck Traffic: 22%,  Average Future Daily Traffic: 156,393 (year 2028),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.830,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2006,  Underwater Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35 0191,  Location: 04-SM-092-R13.61-FSTC (Lat: 37.563333,  Lng: -122.271667),  Route carried "on" structure: City street D425,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 26,200 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,258 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 6,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.54m (80.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $6,322,000,  Roadway Improvement Cost: $632,000,  Total Project Cost: $9,482,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35 0313,  Location: 04-SM-092-R13.25-FSTC (Lat: 37.561667,  Lng: -122.276667),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 24.72m (81.10ft),  Average Daily Traffic: 2,500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,566 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.72m (81.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $7,564,000,  Roadway Improvement Cost: $756,000,  Total Project Cost: $11,346,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0062,  Location: 0.1 MI E EDGEWATER BLVD (Lat: 37.545833,  Lng: -122.268889),  Route carried "on" structure: City street D419,  Year Built: 1975,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 7,250 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,381 (year 2029),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON,  Facility Carried by Structure: BEACH 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: 7.9m (25.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0068,  Location: 0.1 MI NE OF NORFOLK ST (Lat: 37.547778,  Lng: -122.283889),  Route carried "on" structure: City street D394,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 17.16m (56.30ft),  Average Daily Traffic: 40,000 (year 1990),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,384 (year 2029),  Design Load: HS 20,  Features Intersected: MARINA LAGOON,  Facility Carried by Structure: HILLSDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0069,  Location: .6 MI N/O FOSTER CITY BLV (Lat: 37.565833,  Lng: -122.267778),  Route carried "on" structure: City street D394,  Year Built: 1964,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 13,918 (year 1980),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,716 (year 2029),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON,  Facility Carried by Structure: HILLSDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0070L,  Location: EAST OF BOUNTY DR (Lat: 37.555833,  Lng: -122.258889),  Route carried "on" structure: City street D425,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 6,395 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,671 (year 2029),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON,  Facility Carried by Structure: FOSTER CITY BLVD
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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.1 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.36m (50.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0070R,  Location: EAST OF BOUNTY DRIVE (Lat: 37.555833,  Lng: -122.258889),  Route carried "on" structure: City street D425,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 6,943 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,381 (year 2029),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON,  Facility Carried by Structure: FOSTER CITY BLVD
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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.36m (50.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0071L,  Location: .3 MI N/O BEACH PARK ROAD (Lat: 37.553889,  Lng: -122.263889),  Route carried "on" structure: City street D424,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 3,500 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,596 (year 2029),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON,  Facility Carried by Structure: SHELL BLVD
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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.36m (50.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35C0071R,  Location: .3 MI N/O BEACH PARK ROAD (Lat: 37.553889,  Lng: -122.263889),  Route carried "on" structure: City street D424,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 3,500 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,191 (year 2029),  Design Load: HS 20,  Features Intersected: FOSTER CITY LAGOON,  Facility Carried by Structure: SHELL BLVD
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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.36m (50.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35 0191,  Location: 04-SM-092-R13.61-FSTC (Lat: 37.563333,  Lng: -122.271667),  Route carried "under" structure: State highway 92,  Year Built: 1967,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 123,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.361,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 35 0191,  Location: 04-SM-092-R13.61-FSTC (Lat: 37.563333,  Lng: -122.271667),  Route carried "under" structure: Ramp State highway 92,  Year Built: 1967,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 4,550 (year 2003),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.361,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 35 0191,  Location: 04-SM-092-R13.61-FSTC (Lat: 37.563333,  Lng: -122.271667),  Route carried "under" structure: Ramp State highway 92,  Year Built: 1967,  Structure Length: 24.54m (80.51ft),  Average Daily Traffic: 18,700 (year 2003),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 1.361,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 35 0313,  Location: 04-SM-092-R13.25-FSTC (Lat: 37.561667,  Lng: -122.276667),  Route carried "under" structure: State highway 92,  Year Built: 1991,  Structure Length: 24.72m (81.10ft),  Average Daily Traffic: 113,000 (year 2000),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 1.325,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)