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

Find on map >> Show street view

Structure Number: 37 0017, Location: 04-SCL-082-23.63-PA (Lat: 37.419556, Lng: -122.135722), Route carried "on" structure: State highway 82, Year Built: 1930, Year Reconstructed: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 43,250 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 80,148 (year 2032), Design Load: H 15, Features Intersected: MATADERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.630, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 59.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $58,000, Total Project Cost: $487,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37 0018, Location: 04-SCL-082-26.36-PA (Lat: 37.448333, Lng: -122.170000), Route carried "on" structure: State highway 82, Year Built: 1913, Year Reconstructed: 1955, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 41,250 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 75,600 (year 2027), Features Intersected: SAN FRANCISQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.360, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $156,000, Total Project Cost: $1,310,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37 004, Location: 04-SCL-101-51.37-PA (Lat: 37.440064, Lng: -122.113739), Route carried "on" structure: US 101, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 187,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 244,735 (year 2034), Design Load: HS 20+Mod, Features Intersected: MATADERO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.370, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.4m (132.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 39.4m (129.3ft), Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37 0092, Location: 04-SCL-082-25.88-PA (Lat: 37.443333, Lng: -122.165000), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 24,900 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 35,944 (year 2028), Design Load: H 15, Features Intersected: STATE ROUTE 82, Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,111,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 37 0146, Location: 04-SCL-101-50.32-PA (Lat: 37.428342, Lng: -122.101422), Route carried "on" structure: City street C003, Year Built: 1960, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 45,851 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 60,000 (year 2030), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN ANTONIO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $190,000, Total Project Cost: $1,601,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37 0149, Location: 04-SCL-101-52.01-PA (Lat: 37.446939, Lng: -122.120947), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 43,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 60,000 (year 2030), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place

Find on map >> Show street view

Structure Number: 37 015, Location: 04-SCL-101-52.17-PA (Lat: 37.448914, Lng: -122.122989), Route carried "on" structure: City street C396, Year Built: 1960, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 23,850 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 41,217 (year 2029), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101 & RAMPS, Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37 0155K, Location: 04-SCL-101-52.11-PA (Lat: 37.447675, Lng: -122.122711), Route carried "on" structure: Bypass US 101, Year Built: 1965, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 4,100 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2030), Design Load: HS 20, Features Intersected: SB HIGHWAY 101 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.110, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37 0174, Location: 04-SCL-101-50.66-PA (Lat: 37.432131, Lng: -122.105392), Route carried "on" structure: US 101, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 187,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 244,735 (year 2034), Design Load: HS 20+Mod, Features Intersected: ADOBE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.660, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.4m (132.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 39.4m (129.3ft), Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37 0661, Location: 04-SCL-082-22.34-PA (Lat: 37.406486, Lng: -122.119986), Route carried "on" structure: State highway 82, Year Built: 2004, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 43,250 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 80,148 (year 2032), Design Load: HS 20+Mod, Features Intersected: ADOBE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.340, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.0m (101.7ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 36.5m (119.8ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 10

Find on map >> Show street view

Structure Number: 37C0001, Location: 0.2 MI E ROUTE 82 (Lat: 37.437778, Lng: -122.155833), Route carried "on" structure: City street C002, Year Built: 1936, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 21,000 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 23,436 (year 2029), Design Load: H 15, Features Intersected: EMBARCADERO ROAD, Facility Carried by Structure: ALMA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Bridge Improvement Cost: $669,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,124,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0005, Location: AT UNIVERSITY AVE (Lat: 37.442778, Lng: -122.163889), Route carried "on" structure: City street C002, Year Built: 1940, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 22,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 23,699 (year 2029), Design Load: H 15, Features Intersected: UNIVERSITY AVE, Facility Carried by Structure: ALMA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 4.7m (15.4ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $97,000, Total Project Cost: $821,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0059, Location: ADJACENT TO SH 101 (Lat: 37.431944, Lng: -122.105833), Route carried "on" structure: City street D347, Year Built: 1959, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: E BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.9 metric tons, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 12, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $43,000, Total Project Cost: $367,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C006, Location: ADJACENT TO SH 101 (Lat: 37.432778, Lng: -122.105000), Route carried "on" structure: City street C409, Year Built: 1959, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: W BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.9 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 12, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $42,000, Total Project Cost: $359,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0072, Location: ADJACENT TO SH 101 (Lat: 37.440000, Lng: -122.112778), Route carried "on" structure: City street D347, Year Built: 1960, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 12,365 (year 2029), Design Load: HS 20, Features Intersected: MATADERO CREEK, Facility Carried by Structure: E BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $56,000, Total Project Cost: $470,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0073, Location: ADJACENT TO SH 101 (Lat: 37.440000, Lng: -122.113889), Route carried "on" structure: City street C409, Year Built: 1960, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 8,244 (year 2029), Design Load: HS 20, Features Intersected: MATADERO CREEK, Facility Carried by Structure: W BAYSHORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $55,000, Total Project Cost: $463,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0151, Location: SHERIDAN AVE (Lat: 37.426667, Lng: -122.140000), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,300 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 11,000 (year 2030), Design Load: HS 20, Features Intersected: PAGE MILL EXPWY, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0152, Location: NEAR ALMA ST (Lat: 37.426667, Lng: -122.138333), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 900 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2030), Features Intersected: SHERIDAN AVE OC, Facility Carried by Structure: PARKING LOT ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $20,000, Total Project Cost: $80,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0179, Location: Oregon Page Mill Expressw (Lat: 37.430000, Lng: -122.136667), Route carried "on" structure: City street C002, Year Built: 1961, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 35,960 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 38,000 (year 2030), Design Load: HS 20, Features Intersected: PAGE MILL ROAD, Facility Carried by Structure: ALMA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $10,000, Total Project Cost: $10,100,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0189, Location: 04-SCL-003-0-PA (Lat: 37.409483, Lng: -122.107369), Route carried "on" structure: City street C003, Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 61,824 (year 2029), Design Load: HS 20, Features Intersected: MAYFIELD MALL UC, Facility Carried by Structure: SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0221, Location: NEAR FABIAN DR (Lat: 37.429472, Lng: -122.105250), Route carried "on" structure: City street C320, Year Built: 1958, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,213 (year 2029), Features Intersected: ADOBE CREEK, Facility Carried by Structure: E MEADOW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 27.9 metric tons, Inventory Rating: 16.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0222, Location: 100 m N/O loma Verde Ave. (Lat: 37.435000, Lng: -122.120000), Route carried "on" structure: City street C411, Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 6,161 (year 2028), Design Load: HS 20+Mod, Features Intersected: MATADERO CREEK, Facility Carried by Structure: LOUIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0223, Location: NEAR WOODLAND AVE (Lat: 37.453889, Lng: -122.136944), Route carried "on" structure: City street C403, Year Built: 1911, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Features Intersected: SAN FRANCISQUITO CR, Facility Carried by Structure: NEWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.3 metric tons, Inventory Rating: 15.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $39,000, Total Project Cost: $328,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0224, Location: NEAR SEARSVILLE RD (Lat: 37.428889, Lng: -122.190000), Route carried "on" structure: City street D307, Year Built: 1955, Year Reconstructed: 2004, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 22,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 26,791 (year 2029), Design Load: HS 20, Features Intersected: SAN FRANCISQUITO CR, Facility Carried by Structure: SAND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: April 12, Other Special Inspection Date: October 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0225, Location: JUST N OF HWY 82 (Lat: 37.421944, Lng: -122.135833), Route carried "on" structure: City street C407, Year Built: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 4,121 (year 2029), Design Load: H 15, Features Intersected: MATADERO CREEK, Facility Carried by Structure: LAMBERT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0226, Location: 0.4 MI E PAGE MILL RD (Lat: 37.395833, Lng: -122.151944), Route carried "on" structure: City street C312, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 3,195 (year 2029), Features Intersected: DEER CREEK, Facility Carried by Structure: DEER CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $29,000, Total Project Cost: $243,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0369, Location: COLO AVE & LOMA VERDE AV (Lat: 37.430833, Lng: -122.125833), Route carried "on" structure: City street D002, Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 20,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 25,674 (year 2028), Design Load: HS 20, Features Intersected: MATADERO CREEK, Facility Carried by Structure: MIDDLEFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C037, Location: E MEADOW DR & CHARLSTN RD (Lat: 37.421622, Lng: -122.111483), Route carried "on" structure: City street C002, Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: MIDDLEFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0371, Location: ALMA ST & MIDDLEFIELD RD (Lat: 37.418889, Lng: -122.112778), Route carried "on" structure: City street C311, Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 20,608 (year 2029), Design Load: HS 20, Features Intersected: ADOBE CREEK, Facility Carried by Structure: E CHARLESTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0372, Location: E MEADOW DR & CHARLSTN RD (Lat: 37.423944, Lng: -122.106583), Route carried "on" structure: City street C411, Year Built: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 7,213 (year 2029), Features Intersected: ADOBE CREEK, Facility Carried by Structure: LOUIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0759, Location: CHAUCER ST & PALO ALTO AV (Lat: 37.456944, Lng: -122.153889), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2029), Features Intersected: SAN FRANCISQUITO CREEK, Facility Carried by Structure: CHAUCR ST & P A AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory, Culverts: Very 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: Equal 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: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0766, Location: MATADARO RD IN PALO ALTO (Lat: 37.416944, Lng: -122.136944), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 5,152 (year 2029), Features Intersected: MATADERO CREEK, Facility Carried by Structure: MATADERO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.9 metric tons, Inventory Rating: 15.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 37C0768, Location: K ST & LOMA VERDE AVE (Lat: 37.427778, Lng: -122.130000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Design Load: HS 20+Mod, Features Intersected: MATADERO CREEK, Facility Carried by Structure: WAVERLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 5.2m (17.1ft), Right: 5.2m (17.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0769, Location: COLO AVE & LOMA VERDE AV (Lat: 37.428889, Lng: -122.128889), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 7,189 (year 2028), Design Load: HS 20+Mod, Features Intersected: MATADERO CREEK, Facility Carried by Structure: COWPER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C077, Location: COLO AVE & VERDE AVE (Lat: 37.432778, Lng: -122.122778), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 5,135 (year 2028), Design Load: HS 20+Mod, Features Intersected: MATADERO CREEK, Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37C0771, Location: COLO AVE & LOMA VERDE AV (Lat: 37.437778, Lng: -122.116944), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 2,654 (year 2028), Design Load: HS 20+Mod, Features Intersected: MATADERO CREEK, Facility Carried by Structure: GREER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 37 0092, Location: 04-SCL-082-25.88-PA (Lat: 37.443333, Lng: -122.165000), Route carried "under" structure: State highway 82, Year Built: 1940, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 41,250 (year 2009), Truck Traffic: 4%, Features Intersected: STATE ROUTE 82, Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.588, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.2m (46.6ft)

Find on map >> Show street view

Structure Number: 37 0146, Location: 04-SCL-101-50.32-PA (Lat: 37.428342, Lng: -122.101422), Route carried "under" structure: US 101, Year Built: 1960, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 187,000 (year 2009), Truck Traffic: 6%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN ANTONIO ROAD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 5.032, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 35.7m (117.1ft)

Find on map >> Show street view

Structure Number: 37 0149, Location: 04-SCL-101-52.01-PA (Lat: 37.446939, Lng: -122.120947), Route carried "under" structure: US 101, Year Built: 1965, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 187,000 (year 2009), Truck Traffic: 6%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 5.201, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)

Find on map >> Show street view

Structure Number: 37 0149, Location: 04-SCL-101-52.01-PA (Lat: 37.446939, Lng: -122.120947), Route carried "under" structure: Ramp US 101, Year Built: 1965, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 18,700 (year 2004), Truck Traffic: 4%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 5.201, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)

Find on map >> Show street view

Structure Number: 37 0149, Location: 04-SCL-101-52.01-PA (Lat: 37.446939, Lng: -122.120947), Route carried "under" structure: Ramp US 101, Year Built: 1965, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 11,800 (year 2004), Truck Traffic: 3%, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: OREGON EXPRESSWAY
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.201, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)

Find on map >> Show street view

Structure Number: 37 015, Location: 04-SCL-101-52.17-PA (Lat: 37.448914, Lng: -122.122989), Route carried "under" structure: Ramp US 101, Year Built: 1960, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 21,300 (year 2004), Truck Traffic: 3%, Features Intersected: U.S. HIGHWAY 101 & RAMPS, Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 5.217, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)

Find on map >> Show street view

Structure Number: 37 015, Location: 04-SCL-101-52.17-PA (Lat: 37.448914, Lng: -122.122989), Route carried "under" structure: Ramp US 101, Year Built: 1960, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 18,800 (year 2004), Truck Traffic: 2%, Features Intersected: U.S. HIGHWAY 101 & RAMPS, Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.217, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)

Find on map >> Show street view

Structure Number: 37 015, Location: 04-SCL-101-52.17-PA (Lat: 37.448914, Lng: -122.122989), Route carried "under" structure: US 101, Year Built: 1960, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 187,000 (year 2009), Truck Traffic: 6%, Features Intersected: U.S. HIGHWAY 101 & RAMPS, Facility Carried by Structure: EMBARCADERO ROAD
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 5.217, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)

Find on map >> Show street view

Structure Number: 37 0155K, Location: 04-SCL-101-52.11-PA (Lat: 37.447675, Lng: -122.122711), Route carried "under" structure: Ramp US 101, Year Built: 1965, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 11,700 (year 2004), Truck Traffic: 3%, Features Intersected: SB HIGHWAY 101 RAMP
Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 5.211, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.7m (44.9ft)

Find on map >> Show street view

Structure Number: 37 0323, Location: 04-SCL-101-52.01-PA (Lat: 37.447139, Lng: -122.121164), Route carried "under" structure: Ramp US 101, Year Built: 1968, Structure Length: 30.36m (99.61ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 6%, Features Intersected: HIGHWAY 101 & RAMPS, Facility Carried by Structure: PEDESTRIAN TRAFFIC
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 5.201, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)

Find on map >> Show street view

Structure Number: 37 0323, Location: 04-SCL-101-52.01-PA (Lat: 37.447139, Lng: -122.121164), Route carried "under" structure: Ramp US 101, Year Built: 1968, Structure Length: 30.36m (99.61ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 6%, Features Intersected: HIGHWAY 101 & RAMPS, Facility Carried by Structure: PEDESTRIAN TRAFFIC
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 5.201, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)

Find on map >> Show street view

Structure Number: 37 0323, Location: 04-SCL-101-52.01-PA (Lat: 37.447139, Lng: -122.121164), Route carried "under" structure: US 101, Year Built: 1968, Structure Length: 30.36m (99.61ft), Average Daily Traffic: 187,000 (year 2009), Truck Traffic: 6%, Features Intersected: HIGHWAY 101 & RAMPS, Facility Carried by Structure: PEDESTRIAN TRAFFIC
Minimum Vertical Clearance: 0.65m (2.13ft), Kilometerpoint: 5.201, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)

Find on map >> Show street view

Structure Number: 37 0323, Location: 04-SCL-101-52.01-PA (Lat: 37.447139, Lng: -122.121164), Route carried "under" structure: Ramp US 101, Year Built: 1968, Structure Length: 30.36m (99.61ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 6%, Features Intersected: HIGHWAY 101 & RAMPS, Facility Carried by Structure: PEDESTRIAN TRAFFIC
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 5.201, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)