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: 37.573553,  Lng: -122.262347),  Route carried "on" structure: State highway 92,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1099.38m (3606.89ft),  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 138,335 (year 2040),  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: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1099.38m (3606.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $205,304,000,  Roadway Improvement Cost: $41,060,000,  Total Project Cost: $344,910,000 ( Estimate for 2017),  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: 37.566119,  Lng: -122.270336),  Route carried "on" structure: State highway 92,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 15.88m (52.10ft),  Average Daily Traffic: 86,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,595 (year 2040),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2018,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0061,  Location: POLHEMUS ROAD (Lat: 37.534069,  Lng: -122.350231),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,637 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,081 (year 2039),  Features Intersected: SAN MATEO CREEK,  Facility Carried by Structure: CRYSTAL SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 35C0062,  Location: 0.1 MI E EDGEWATER BLVD (Lat: 37.546036,  Lng: -122.271289),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 12,800 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,550 (year 2041),  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: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  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: 20.3m (66.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0069,  Location: .6 MI N/O FOSTER CITY BLV (Lat: 37.565419,  Lng: -122.267861),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 13,918 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,356 (year 2041),  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,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  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: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0070R,  Location: EAST OF BOUNTY DRIVE (Lat: 37.555300,  Lng: -122.258144),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 6,943 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,550 (year 2041),  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,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35C0071L,  Location: .3 MI N/O BEACH PARK ROAD (Lat: 37.553061,  Lng: -122.263950),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,749 (year 2039),  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: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 35C0071R,  Location: .3 MI N/O BEACH PARK ROAD (Lat: 37.553114,  Lng: -122.263789),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,362 (year 2041),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35 0191,  Location: 04-SM-092-R13.61-FSTC (Lat: 37.564381,  Lng: -122.274528),  Route carried "under" structure: Ramp State highway 92,  Year Built: 1967,  Structure Length: 0. m,  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: 13.610,  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: 37.564381,  Lng: -122.274528),  Route carried "under" structure: State highway 92,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.610,  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: 37.564381,  Lng: -122.274528),  Route carried "under" structure: Ramp State highway 92,  Year Built: 1967,  Structure Length: 0. m,  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: 4.90m (16.08ft),  Kilometerpoint: 13.610,  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: 37.561872,  Lng: -122.278558),  Route carried "under" structure: State highway 92,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 13.250,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)