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Bridge Statistics for Daly City, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Daly City, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 74 Total length: 714 meters (2,343ft) Total costs: $4,674,000 Total average daily traffic: 5,217,130 Total average daily truck traffic: 135,901 National Bridge Inventory (NBI) Registered Bridges for Daly City
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 35 0116L, Location: 04-SM-280-R24.2-DLC (Lat: 37.663333, Lng: -122.466111), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 97,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 132,974 (year 2029), Design Load: HS 20, Features Intersected: HICKEY BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.200, 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: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0116R, Location: 04-SM-280-R24.2-DLC (Lat: 37.663333, Lng: -122.463333), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 97,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 132,974 (year 2029), Design Load: HS 20, Features Intersected: HICKEY BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.200, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0172, Location: 04-SM-280-M27.17-DLC (Lat: 37.705000, Lng: -122.470000), Route carried "on" structure: City street D005, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 11.77m (38.62ft), Average Daily Traffic: 29,660 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 36,702 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JOHN DALY 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: 19.7m (64.6ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 33.1m (108.6ft), Out-to-Out Width: 37.9m (124.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0173L, Location: 04-SM-001-R48.34-DLC (Lat: 37.706667, Lng: -122.470556), Route carried "on" structure: State highway 1, Year Built: 1965, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 80,000 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 93,668 (year 2027), Design Load: HS 20, Features Intersected: SB STATE ROUTE 280 Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 48.340, Lanes on structure: 6, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2005, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35 0174K, Location: 04-SM-280-M27.2-DLC (Lat: 37.706667, Lng: -122.470000), Route carried "on" structure: Ramp Interstate 280, Year Built: 1965, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 9,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 13,096 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.200, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Critical, Superstructure: Fair, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0175S, Location: 04-SM-001-R48.38-DLC (Lat: 37.706667, Lng: -122.470000), Route carried "on" structure: Ramp State highway 1, Year Built: 1965, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 6,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 20,675 (year 2028), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 280 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.380, Lanes on structure: 2, Lanes under structure: 8, Owner: State 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: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.59m (60.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $967,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0176, Location: 04-SM-280-M27.41-DLC (Lat: 37.708333, Lng: -122.470000), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 18,486 (year 2027), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: ST CHARLES AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0178, Location: 04-SM-280-R25.04-DLC (Lat: 37.675000, Lng: -122.468333), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 195,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 264,184 (year 2027), Design Load: H 20, Features Intersected: SOUTHGATE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.040, Lanes on structure: 11, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.6m (185.7ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 56.6m (185.7ft), Out-to-Out Width: 57.9m (190.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005, Bridge Improvement Cost: $1,633,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,449,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0179G, Location: 04-SM-280-R25.26-DLC (Lat: 37.676667, Lng: -122.470000), Route carried "on" structure: Ramp Interstate 280, Year Built: 1967, Status: Open, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 8,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 27,031 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 280, SR 1, & CONNS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.260, Lanes on structure: 1, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0180R, Location: 04-SM-001-R47.76-DLC (Lat: 37.676667, Lng: -122.470000), Route carried "on" structure: State highway 1, Year Built: 1967, Status: Open, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 37,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 66,358 (year 2028), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 280 Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 47.760, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0181, Location: 04-SM-280-R25.78-DLC (Lat: 37.685000, Lng: -122.470000), Route carried "on" structure: City street D594, Year Built: 1965, Status: Open, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 25,000 (year 2002), Average Future Daily Traffic: 31,016 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: SAN PEDRO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0182, Location: 04-SM-280-R26.04-DLC (Lat: 37.681667, Lng: -122.472500), Route carried "on" structure: City street D022, Year Built: 1965, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 29,300 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 36,702 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JUNIPERO SERRA BLV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0183, Location: 04-SM-280-R26.35-DLC (Lat: 37.693333, Lng: -122.470000), Route carried "on" structure: City street D596, Year Built: 1965, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,320 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 9,083 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: SCHOOL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0184, Location: 04-SM-280-R26.5-DLC (Lat: 37.695000, Lng: -122.470000), Route carried "on" structure: City street D022, Year Built: 1965, Year Reconstructed: 1987, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 29,300 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 36,702 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JUNIPERO SERRA BLV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0185, Location: 04-SM-280-R25.97-DLC (Lat: 37.688333, Lng: -122.470000), Route carried "on" structure: City street D595, Year Built: 1965, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 4,080 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 5,169 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0186K, Location: 04-SM-280-R25.34-DLC (Lat: 37.678333, Lng: -122.471667), Route carried "on" structure: Bypass Interstate 280, Year Built: 1967, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 8,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 25,982 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: SULLIVAN AVE RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.340, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0192, Location: 04-SM-001-R46.51-DLC (Lat: 37.666667, Lng: -122.485000), Route carried "on" structure: State highway 1, Year Built: 1964, Year Reconstructed: 1972, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 43,500 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 128,801 (year 2029), Design Load: HS 20, Features Intersected: GATEWAY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.510, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 56.4m (185.0ft), Out-to-Out Width: 57.0m (187.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35 0202L, Location: 04-SM-280-R23.16-DLC (Lat: 37.651944, Lng: -122.453889), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 97,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 132,974 (year 2029), Design Load: HS 20, Features Intersected: KING DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.160, 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), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), 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: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0202R, Location: 04-SM-280-R23.16-DLC (Lat: 37.651667, Lng: -122.453333), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 97,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 132,974 (year 2029), Features Intersected: KING DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.160, 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), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Imminent failure, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0204F, Location: 04-SM-001-R46.65-DLC (Lat: 37.666667, Lng: -122.483333), Route carried "on" structure: Ramp State highway 1, Year Built: 1972, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 7,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 31,852 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.650, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0205L, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "on" structure: State highway 35, Year Built: 1972, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 13,200 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 22,137 (year 2028), Design Load: HS 20, Features Intersected: NB & SB RTE 1 AND RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.660, Lanes on structure: 3, Lanes under structure: 11, Base Highway Network: Yes (, Subroute: 14), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0205R, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "on" structure: State highway 35, Year Built: 1972, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 7,850 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 22,137 (year 2028), Design Load: HS 20, Features Intersected: NB & SB RTE 1 AND RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.660, Lanes on structure: 3, Lanes under structure: 11, Base Highway Network: Yes (, Subroute: 14), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0206, Location: 04-SM-001-R46.86-DLC (Lat: 37.671667, Lng: -122.481667), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 74,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 165,630 (year 2028), Design Load: HS 20, Features Intersected: LAKESHIRE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.860, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 51.5m (169.0ft), Out-to-Out Width: 55.9m (183.4ft) Condition: Deck: Good, 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: 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0206G, Location: 04-SM-035-R28.64-DLC (Lat: 37.670000, Lng: -122.481667), Route carried "on" structure: Ramp State highway 35, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 22,869 (year 2028), Design Load: HS 20, Features Intersected: LAKESHIRE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.640, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0209L, Location: 04-SM-280-R24.63-DLC (Lat: 37.670000, Lng: -122.465000), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 97,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 132,974 (year 2029), Design Load: HS 20, Features Intersected: SERRAMONTE BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.630, 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: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), 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: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0209R, Location: 04-SM-280-R24.63-DLC (Lat: 37.670000, Lng: -122.463333), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 97,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 132,974 (year 2029), Design Load: HS 20, Features Intersected: SERRAMONTE BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.630, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), 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: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $610,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0236, Location: 04-SM-001-R47.03-DLC (Lat: 37.671667, Lng: -122.481667), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 74,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 165,630 (year 2028), Design Load: HS 20, Features Intersected: ST. FRANCIS BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.030, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 48.2m (158.1ft), Out-to-Out Width: 49.4m (162.1ft) Condition: Deck: Satisfactory, 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: 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0237, Location: 04-SM-001-R47.27-DLC (Lat: 37.671667, Lng: -122.475000), Route carried "on" structure: State highway 1, Year Built: 1968, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 74,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 212,027 (year 2028), Design Load: HS 20, Features Intersected: CLARINADA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.270, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 47.5m (155.8ft), Out-to-Out Width: 49.2m (161.4ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0238G, Location: 04-SM-001-R47.62-DLC (Lat: 37.675000, Lng: -122.471667), Route carried "on" structure: Ramp State highway 1, Year Built: 1968, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 3,850 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 4,983 (year 2029), Design Load: HS 20, Features Intersected: SOUTHGATE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.620, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0238L, Location: 04-SM-001-R47.62-DLC (Lat: 37.675000, Lng: -122.471667), Route carried "on" structure: State highway 1, Year Built: 1968, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 37,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 53,263 (year 2029), Design Load: HS 20, Features Intersected: SOUTHGATE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.620, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0238R, Location: 04-SM-001-R47.62-DLC (Lat: 37.675000, Lng: -122.471667), Route carried "on" structure: State highway 1, Year Built: 1968, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 37,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 53,263 (year 2029), Design Load: HS 20, Features Intersected: SOUTHGATE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.620, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0295G, Location: 04-SM-280-R25.32-DLC (Lat: 37.675000, Lng: -122.471667), Route carried "on" structure: Ramp Interstate 280, Year Built: 1968, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,400 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 47,775 (year 2029), Design Load: HS 20, Features Intersected: SOUTHGATE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.320, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0315K, Location: 04-SM-280-R25.6-DLC (Lat: 37.681667, Lng: -122.472500), Route carried "on" structure: Ramp Interstate 280, Year Built: 1993, Status: Open, Structure Length: 31.58m (103.61ft), Average Daily Traffic: 24,100 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 29,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 280 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.600, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35 0116L, Location: 04-SM-280-R24.2-DLC (Lat: 37.663333, Lng: -122.466111), Route carried "under" structure: City street D575, Year Built: 1967, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 22,200 (year 2002), Truck Traffic: 2%, Features Intersected: HICKEY BOULEVARD, Facility Carried by Structure: STATE ROUTE 280 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 35 0116R, Location: 04-SM-280-R24.2-DLC (Lat: 37.663333, Lng: -122.463333), Route carried "under" structure: City street D575, Year Built: 1967, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 22,200 (year 2002), Truck Traffic: 2%, Features Intersected: HICKEY BOULEVARD, Facility Carried by Structure: STATE ROUTE 280 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 35 0172, Location: 04-SM-280-M27.17-DLC (Lat: 37.705000, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 11.77m (38.62ft), Average Daily Traffic: 141,000 (year 1999), Truck Traffic: 2%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JOHN DALY BLVD Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 2.717, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 35 0173L, Location: 04-SM-001-R48.34-DLC (Lat: 37.706667, Lng: -122.470556), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 141,000 (year 1999), Truck Traffic: 3%, Features Intersected: SB STATE ROUTE 280, Facility Carried by Structure: STATE ROUTE 1 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 2.711, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 35 0174K, Location: 04-SM-280-M27.2-DLC (Lat: 37.706667, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 141,000 (year 1999), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.272, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 35 0175S, Location: 04-SM-001-R48.38-DLC (Lat: 37.706667, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 141,000 (year 1999), Truck Traffic: 5%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JUNIPERO SERRA-NB1 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 2.721, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 35 0176, Location: 04-SM-280-M27.41-DLC (Lat: 37.708333, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 141,000 (year 1999), Truck Traffic: 2%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: ST CHARLES AVENUE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 2.741, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 35 0178, Location: 04-SM-280-R25.04-DLC (Lat: 37.675000, Lng: -122.468333), Route carried "under" structure: City street D592, Year Built: 1967, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 11,000 (year 2002), Truck Traffic: 5%, Features Intersected: SOUTHGATE AVENUE, Facility Carried by Structure: STATE ROUTE 280 Minimum Vertical Clearance: 8.05m (26.41ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 35 0179G, Location: 04-SM-280-R25.26-DLC (Lat: 37.676667, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1967, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 195,000 (year 1998), Truck Traffic: 2%, Features Intersected: I 280, SR 1, & CONNS Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 2.526, Lanes on structure: 1, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 35 0179G, Location: 04-SM-280-R25.26-DLC (Lat: 37.676667, Lng: -122.470000), Route carried "under" structure: Ramp State highway 1, Year Built: 1967, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 142,000 (year 2004), Truck Traffic: 2%, Features Intersected: I 280, SR 1, & CONNS Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 4.776, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 35 0179G, Location: 04-SM-280-R25.26-DLC (Lat: 37.676667, Lng: -122.470000), Route carried "under" structure: State highway 1, Year Built: 1967, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 74,000 (year 2000), Truck Traffic: 2%, Features Intersected: I 280, SR 1, & CONNS Minimum Vertical Clearance: 9.04m (29.66ft), Kilometerpoint: 4.776, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 35 0180R, Location: 04-SM-001-R47.76-DLC (Lat: 37.676667, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1967, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: NB STATE ROUTE 1 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.528, Lanes on structure: 3, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 35 0181, Location: 04-SM-280-R25.78-DLC (Lat: 37.685000, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: SAN PEDRO ROAD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.578, Lanes on structure: 4, Lanes under structure: 11, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft) Find on map >>
Structure Number: 35 0182, Location: 04-SM-280-R26.04-DLC (Lat: 37.681667, Lng: -122.472500), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JUNIPERO SERRA BLV Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.604, Lanes on structure: 4, Lanes under structure: 13, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: 35 0183, Location: 04-SM-280-R26.35-DLC (Lat: 37.693333, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: SCHOOL STREET Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.635, Lanes on structure: 3, Lanes under structure: 13, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 35 0184, Location: 04-SM-280-R26.5-DLC (Lat: 37.695000, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: JUNIPERO SERRA BLV Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.265, Lanes on structure: 3, Lanes under structure: 12, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.5m (136.2ft) Find on map >>
Structure Number: 35 0185, Location: 04-SM-280-R25.97-DLC (Lat: 37.688333, Lng: -122.470000), Route carried "under" structure: Interstate 280, Year Built: 1965, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.597, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 35 0185, Location: 04-SM-280-R25.97-DLC (Lat: 37.688333, Lng: -122.470000), Route carried "under" structure: Ramp Interstate 280, Year Built: 1965, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 220,000 (year 2004), Truck Traffic: 2%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 2.597, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 35 0186K, Location: 04-SM-280-R25.34-DLC (Lat: 37.678333, Lng: -122.471667), Route carried "under" structure: Interstate 280, Year Built: 1967, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 221,000 (year 1998), Truck Traffic: 3%, Features Intersected: STATE ROUTE 280, Facility Carried by Structure: SULLIVAN AVE RAMP Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 2.534, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: 35 0192, Location: 04-SM-001-R46.51-DLC (Lat: 37.666667, Lng: -122.485000), Route carried "under" structure: City street D576, Year Built: 1964, Structure Length: 4.79m (15.72ft), Features Intersected: GATEWAY DRIVE, Facility Carried by Structure: STATE ROUTE 1 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 35 0202L, Location: 04-SM-280-R23.16-DLC (Lat: 37.651944, Lng: -122.453889), Route carried "under" structure: City street D580, Year Built: 1967, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,610 (year 2002), Truck Traffic: 2%, Features Intersected: KING DRIVE, Facility Carried by Structure: STATE ROUTE 280 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: 25.6m (84.0ft) Find on map >>
Structure Number: 35 0202R, Location: 04-SM-280-R23.16-DLC (Lat: 37.651667, Lng: -122.453333), Route carried "under" structure: City street D580, Year Built: 1967, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 6,610 (year 1998), Truck Traffic: 2%, Features Intersected: KING DRIVE, Facility Carried by Structure: STATE ROUTE 280 Minimum Vertical Clearance: 4.72m (15.49ft), 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: 22.3m (73.2ft) Find on map >>
Structure Number: 35 0204F, Location: 04-SM-001-R46.65-DLC (Lat: 37.666667, Lng: -122.483333), Route carried "under" structure: State highway 1, Year Built: 1972, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 43,500 (year 2000), Truck Traffic: 3%, Features Intersected: STATE ROUTE 1 Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 4.665, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.6m (179.1ft) Find on map >>
Structure Number: 35 0205L, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "under" structure: State highway 1, Year Built: 1972, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 43,500 (year 2000), Truck Traffic: 3%, Features Intersected: NB & SB RTE 1 AND RAMPS, Facility Carried by Structure: SB STATE ROUTE 35 Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 4.672, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 35 0205L, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "under" structure: Ramp State highway 35, Year Built: 1972, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 25,000 (year 2006), Truck Traffic: 5%, Features Intersected: NB & SB RTE 1 AND RAMPS Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.866, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 35 0205L, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "under" structure: Ramp State highway 35, Year Built: 1972, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 25,000 (year 2006), Truck Traffic: 2%, Features Intersected: NB & SB RTE 1 AND RAMPS Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 2.866, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 35 0205R, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "under" structure: State highway 1, Year Built: 1972, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 43,500 (year 2000), Truck Traffic: 3%, Features Intersected: NB & SB RTE 1 AND RAMPS, Facility Carried by Structure: NB STATE ROUTE 35 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.672, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 35 0205R, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "under" structure: Ramp State highway 35, Year Built: 1972, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 25,000 (year 2006), Truck Traffic: 5%, Features Intersected: NB & SB RTE 1 AND RAMPS Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 2.866, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 35 0205R, Location: 04-SM-035-R28.66-DLC (Lat: 37.668333, Lng: -122.483333), Route carried "under" structure: Ramp State highway 35, Year Built: 1972, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 25,000 (year 2006), Truck Traffic: 5%, Features Intersected: NB & SB RTE 1 AND RAMPS Minimum Vertical Clearance: 8.35m (27.40ft), Kilometerpoint: 2.866, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft) Discuss this city on our hugely popular California forum Back to: Daly City, CA, California, All US cities.
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