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Bridge Statistics for Woodside, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Woodside, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 75 meters (246ft) Total costs: $645,000 Total average daily traffic: 433,720 Total average daily truck traffic: 11,798 National Bridge Inventory (NBI) Registered Bridges for Woodside
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 35 0044, Location: 04-SM-084-19.89-WDS (Lat: 37.425000, Lng: -122.266667), Route carried "on" structure: State highway 84, Year Built: 1903, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 25,056 (year 2028), Features Intersected: WEST UNION CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Superstructure: Fair, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $156,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35 0230L, Location: 04-SM-280-R4.65-WDS (Lat: 37.443611, Lng: -122.263611), Route carried "on" structure: Interstate 280, Year Built: 1969, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 55,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 166,461 (year 2029), Design Load: HS 20, Features Intersected: FARM HILL BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0230R, Location: 04-SM-280-R4.65-WDS (Lat: 37.443889, Lng: -122.263611), Route carried "on" structure: Interstate 280, Year Built: 1969, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 55,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 166,461 (year 2029), Design Load: HS 20, Features Intersected: FARM HILL BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0231L, Location: 04-SM-280-R4.99-WDS (Lat: 37.446667, Lng: -122.270000), Route carried "on" structure: Interstate 280, Year Built: 1969, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 55,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 166,461 (year 2029), Design Load: HS 20, Features Intersected: CANADA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.990, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0231R, Location: 04-SM-280-R4.99-WDS (Lat: 37.446667, Lng: -122.270000), Route carried "on" structure: Interstate 280, Year Built: 1969, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 55,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 166,461 (year 2029), Design Load: HS 20, Features Intersected: CANADA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.990, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0232L, Location: 04-SM-280-R3.32-WDS (Lat: 37.435556, Lng: -122.243333), Route carried "on" structure: Interstate 280, Year Built: 1969, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 55,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 166,461 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 84 (WOODSIDE EXP) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.320, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0232R, Location: 04-SM-280-R3.32-WDS (Lat: 37.435556, Lng: -122.243333), Route carried "on" structure: Interstate 280, Year Built: 1969, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 55,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 166,461 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 84 (WOODSIDE EXP) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.320, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35C0055, Location: 0.25 MI E OF SH 84 (Lat: 37.405000, Lng: -122.253889), Route carried "on" structure: City street D305, Year Built: 1914, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2029), Features Intersected: ALEMBIQUE CR, Facility Carried by Structure: PORTOLA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $12,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35C0122, Location: 0.3 MI S OF S.H. 84 (Lat: 37.426944, Lng: -122.252778), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 320 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 409 (year 2029), Features Intersected: BEAR CREEK, Facility Carried by Structure: MOUNTAIN HOME RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Superstructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Inventory Rating: 16.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $9,000, Total Project Cost: $142,000 Find on map >>
Structure Number: 35C0123, Location: 0.05 MI E TRIPP RD (Lat: 37.430833, Lng: -122.275833), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,000 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 3,092 (year 2029), Features Intersected: WEST UNION CREEK, Facility Carried by Structure: KINGS MOUNTAIN 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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Superstructure: Good, Channel: Fair, Operating Rating: 27.2 metric tons, Inventory Rating: 16.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35 0230L, Location: 04-SM-280-R4.65-WDS (Lat: 37.443611, Lng: -122.263611), Route carried "under" structure: City street D315, Year Built: 1969, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 3,700 (year 1998), Truck Traffic: 1%, Features Intersected: FARM HILL BOULEVARD, Facility Carried by Structure: STATE ROUTE 280 Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 35 0230R, Location: 04-SM-280-R4.65-WDS (Lat: 37.443889, Lng: -122.263611), Route carried "under" structure: City street D315, Year Built: 1969, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 3,700 (year 1998), Truck Traffic: 1%, Features Intersected: FARM HILL BOULEVARD, Facility Carried by Structure: STATE ROUTE 280 NB Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 35 0231L, Location: 04-SM-280-R4.99-WDS (Lat: 37.446667, Lng: -122.270000), Route carried "under" structure: City street D309, Year Built: 1969, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,700 (year 1998), Truck Traffic: 1%, Features Intersected: CANADA ROAD, Facility Carried by Structure: STATE ROUTE 280 SB Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 35 0231R, Location: 04-SM-280-R4.99-WDS (Lat: 37.446667, Lng: -122.270000), Route carried "under" structure: City street D309, Year Built: 1969, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 3,700 (year 1998), Truck Traffic: 1%, Features Intersected: CANADA ROAD, Facility Carried by Structure: STATE ROUTE 280 NB Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 52.7m (172.9ft) Find on map >>
Structure Number: 35 0232L, Location: 04-SM-280-R3.32-WDS (Lat: 37.435556, Lng: -122.243333), Route carried "under" structure: State highway 84, Year Built: 1969, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 36,750 (year 2001), Truck Traffic: 2%, Features Intersected: ROUTE 84 (WOODSIDE EXP), Facility Carried by Structure: STATE ROUTE 280 SB Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 2.154, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft) Find on map >>
Structure Number: 35 0232R, Location: 04-SM-280-R3.32-WDS (Lat: 37.435556, Lng: -122.243333), Route carried "under" structure: State highway 84, Year Built: 1969, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 36,750 (year 2001), Truck Traffic: 2%, Features Intersected: ROUTE 84 (WOODSIDE EXP), Facility Carried by Structure: STATE ROUTE 280 NB Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 2.154, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft) Discuss this city on our hugely popular California forum Back to: Woodside, CA, California, All US cities.
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