Bridge Statistics for South San Francisco, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 57Number of bridges
- 991ft / 302mTotal length
- $22,753,000Total costs
- 2,608,074Total average daily traffic
- 119,953Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South San Francisco
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 101940-1949
- 41950-1959
- 101960-1969
- 101970-1979
- 71980-1989
- 91990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 31960-1969
- 21970-1979
- Bridge Condition - Deck
- 21.2%Good
- 30.3%Satisfactory
- 30.3%Fair
- 18.2%Poor
- Bridge Condition - Superstructure
- 47.1%Good
- 8.8%Satisfactory
- 41.2%Fair
- 2.9%Poor
- Bridge Condition - Substructure
- 76.5%Good
- 17.6%Satisfactory
- 2.9%Fair
- 2.9%Poor
- Bridge Condition - Channel
- 5.9%Excellent
- 35.3%Very good
- 23.5%Good
- 35.3%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
Find on map >> Show street view
Structure Number: 35 0093, Location: 04-SM-084-24.68-RDWC (Lat: 37.476442, Lng: -122.221806), Route carried "on" structure: State highway 84, Year Built: 1965, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 43,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 54,966 (year 2037), Design Load: HS 20, Features Intersected: SR 82 - EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.680, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0093, Location: 04-SM-084-24.68-RDWC (Lat: 37.476442, Lng: -122.221806), Route carried "on" structure: State highway 84, Year Built: 1965, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 43,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 54,966 (year 2037), Design Load: HS 20, Features Intersected: SR 82 - EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.680, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0094L, Location: 04-SM-101-21.92-SSF (Lat: 37.652931, Lng: -122.407031), Route carried "on" structure: US 101, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 25.18m (82.61ft), Average Daily Traffic: 98,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 121,559 (year 2039), Features Intersected: CALTRAIN,UP RR,GRAND,ONR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.18m (82.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $4,457,000, Roadway Improvement Cost: $891,000, Total Project Cost: $7,487,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0094L, Location: 04-SM-101-21.92-SSF (Lat: 37.652931, Lng: -122.407031), Route carried "on" structure: US 101, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 25.18m (82.61ft), Average Daily Traffic: 98,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 121,559 (year 2039), Features Intersected: CALTRAIN,UP RR,GRAND,ONR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.18m (82.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $4,457,000, Roadway Improvement Cost: $891,000, Total Project Cost: $7,487,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0094R, Location: 04-SM-101-21.92-SSF (Lat: 37.653183, Lng: -122.406850), Route carried "on" structure: US 101, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 22.20m (72.83ft), Average Daily Traffic: 98,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 121,559 (year 2039), Features Intersected: CALTRAIN,UP RR,GRAND,ONR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 22.20m (72.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $3,863,000, Roadway Improvement Cost: $772,000, Total Project Cost: $6,489,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0094R, Location: 04-SM-101-21.92-SSF (Lat: 37.653183, Lng: -122.406850), Route carried "on" structure: US 101, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 22.20m (72.83ft), Average Daily Traffic: 98,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 121,559 (year 2039), Features Intersected: CALTRAIN,UP RR,GRAND,ONR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.920, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 22.20m (72.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $3,863,000, Roadway Improvement Cost: $772,000, Total Project Cost: $6,489,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0113, Location: 04-SM-101-0.88-EAPA (Lat: 37.459967, Lng: -122.140714), Route carried "on" structure: County highway D342, Year Built: 1958, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 24,700 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 52,976 (year 2041), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: UNIVERSITY AVE NB
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: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), 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: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0113, Location: 04-SM-101-0.88-EAPA (Lat: 37.459967, Lng: -122.140714), Route carried "on" structure: County highway D342, Year Built: 1958, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 24,700 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 52,976 (year 2041), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: UNIVERSITY AVE NB
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: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), 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: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0118, Location: 04-SM-101-21.61-SSF (Lat: 37.648694, Lng: -122.406336), Route carried "on" structure: US 101, Year Built: 1947, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 188,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 267,887 (year 2039), Design Load: HS 20, Features Intersected: COLMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.610, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0118, Location: 04-SM-101-21.61-SSF (Lat: 37.648694, Lng: -122.406336), Route carried "on" structure: US 101, Year Built: 1947, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 188,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 267,887 (year 2039), Design Load: HS 20, Features Intersected: COLMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.610, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0119, Location: 04-SM-101-21.69-SSF (Lat: 37.649831, Lng: -122.406472), Route carried "on" structure: US 101, Year Built: 1947, Year Reconstructed: 1975, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 188,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 267,887 (year 2039), Design Load: HS 20, Features Intersected: AIRPORT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.690, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0119, Location: 04-SM-101-21.69-SSF (Lat: 37.649831, Lng: -122.406472), Route carried "on" structure: US 101, Year Built: 1947, Year Reconstructed: 1975, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 188,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 267,887 (year 2039), Design Load: HS 20, Features Intersected: AIRPORT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.690, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0131S, Location: 04-SM-101-23.39-SSF (Lat: 37.669622, Lng: -122.392383), Route carried "on" structure: Ramp US 101, Year Built: 1957, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 25,651 (year 2038), Design Load: HS 20, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.390, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0131S, Location: 04-SM-101-23.39-SSF (Lat: 37.669622, Lng: -122.392383), Route carried "on" structure: Ramp US 101, Year Built: 1957, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 25,651 (year 2038), Design Load: HS 20, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.390, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0212L, Location: 04-SM-280-R22.62-SSF (Lat: 37.645103, Lng: -122.449272), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 89,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 127,067 (year 2038), Design Load: HS 20, Features Intersected: WESTBOROUGH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.620, Lanes on structure: 4, Lanes under structure: 5, 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: 29.5m (96.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 35 0212L, Location: 04-SM-280-R22.62-SSF (Lat: 37.645103, Lng: -122.449272), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 89,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 127,067 (year 2038), Design Load: HS 20, Features Intersected: WESTBOROUGH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.620, Lanes on structure: 4, Lanes under structure: 5, 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: 29.5m (96.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 35 0212R, Location: 04-SM-280-R22.62-SSF (Lat: 37.645356, Lng: -122.448914), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 89,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 127,067 (year 2038), Features Intersected: WESTBOROUGH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.620, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), 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: 30.2m (99.1ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0212R, Location: 04-SM-280-R22.62-SSF (Lat: 37.645356, Lng: -122.448914), Route carried "on" structure: Interstate 280, Year Built: 1967, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 89,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 127,067 (year 2038), Features Intersected: WESTBOROUGH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.620, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), 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: 30.2m (99.1ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0220K, Location: 04-SM-280-R20.98-SBR (Lat: 37.626822, Lng: -122.431936), Route carried "on" structure: Ramp Interstate 280, Year Built: 1973, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 5,785 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 7,268 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 380 (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.980, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0220K, Location: 04-SM-280-R20.98-SBR (Lat: 37.626822, Lng: -122.431936), Route carried "on" structure: Ramp Interstate 280, Year Built: 1973, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 5,785 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 7,268 (year 2038), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 380 (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.980, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0228L, Location: 04-SM-280-R22.04-SSF (Lat: 37.639417, Lng: -122.441844), Route carried "on" structure: Interstate 280, Year Built: 1971, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 50,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 69,409 (year 2041), Design Load: HS 20+Mod, Features Intersected: AVALON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 4, Lanes under structure: 5, 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: 25.3m (83.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,198,000, Roadway Improvement Cost: $439,000, Total Project Cost: $3,693,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0228L, Location: 04-SM-280-R22.04-SSF (Lat: 37.639417, Lng: -122.441844), Route carried "on" structure: Interstate 280, Year Built: 1971, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 50,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 69,409 (year 2041), Design Load: HS 20+Mod, Features Intersected: AVALON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 4, Lanes under structure: 5, 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: 25.3m (83.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,198,000, Roadway Improvement Cost: $439,000, Total Project Cost: $3,693,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0228R, Location: 04-SM-280-R22.04-SSF (Lat: 37.639622, Lng: -122.441661), Route carried "on" structure: Interstate 280, Year Built: 1971, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 50,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 69,409 (year 2041), Design Load: HS 20+Mod, Features Intersected: AVALON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 4, Lanes under structure: 5, 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: 24.4m (80.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $184,000, Total Project Cost: $1,552,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0228R, Location: 04-SM-280-R22.04-SSF (Lat: 37.639622, Lng: -122.441661), Route carried "on" structure: Interstate 280, Year Built: 1971, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 50,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 69,409 (year 2041), Design Load: HS 20+Mod, Features Intersected: AVALON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 4, Lanes under structure: 5, 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: 24.4m (80.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $184,000, Total Project Cost: $1,552,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0307, Location: 04-SM-101-22.90-SSF (Lat: 37.664703, Lng: -122.398144), Route carried "on" structure: US 101, Year Built: 1995, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 196,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 243,117 (year 2039), Design Load: HS 20, Features Intersected: OYSTER POINT DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.900, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum 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 2021
Structure Number: 35 0307, Location: 04-SM-101-22.90-SSF (Lat: 37.664703, Lng: -122.398144), Route carried "on" structure: US 101, Year Built: 1995, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 196,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 243,117 (year 2039), Design Load: HS 20, Features Intersected: OYSTER POINT DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.900, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum 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 2021
Find on map >> Show street view
Structure Number: 35 0313, Location: 04-SM-092-R13.25-FSTC (Lat: 37.561872, Lng: -122.278558), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 24.72m (81.10ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,752 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 92, Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0313, Location: 04-SM-092-R13.25-FSTC (Lat: 37.561872, Lng: -122.278558), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 24.72m (81.10ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,752 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 92, Facility Carried by Structure: VINTAGE PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0316, Location: 04-SM-101-22.82-SSF (Lat: 37.664056, Lng: -122.399075), Route carried "on" structure: City street D513, Year Built: 1994, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 29,900 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 38,037 (year 2038), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: OYSTER POINT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0316, Location: 04-SM-101-22.82-SSF (Lat: 37.664056, Lng: -122.399075), Route carried "on" structure: City street D513, Year Built: 1994, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 29,900 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 38,037 (year 2038), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: OYSTER POINT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0317K, Location: 04-SM-101-22.78 (Lat: 37.665392, Lng: -122.397439), Route carried "on" structure: Ramp US 101, Year Built: 2004, Status: Open, Structure Length: 49.50m (162.40ft), Average Daily Traffic: 3,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 5,345 (year 2038), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.780, Lanes on structure: 2, Lanes under structure: 23, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 58.4m (191.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0317K, Location: 04-SM-101-22.78 (Lat: 37.665392, Lng: -122.397439), Route carried "on" structure: Ramp US 101, Year Built: 2004, Status: Open, Structure Length: 49.50m (162.40ft), Average Daily Traffic: 3,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 5,345 (year 2038), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.780, Lanes on structure: 2, Lanes under structure: 23, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 58.4m (191.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0318K, Location: 04-SM-101-22.70-SSF (Lat: 37.662403, Lng: -122.401611), Route carried "on" structure: Ramp US 101, Year Built: 1995, Status: Open, Structure Length: 13.60m (44.62ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 13,041 (year 2038), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.700, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 53.4m (175.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0318K, Location: 04-SM-101-22.70-SSF (Lat: 37.662403, Lng: -122.401611), Route carried "on" structure: Ramp US 101, Year Built: 1995, Status: Open, Structure Length: 13.60m (44.62ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 13,041 (year 2038), Design Load: HS 20+Mod, Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.700, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 53.4m (175.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0321S, Location: 04-SM-101-22.89-SSF (Lat: 37.664156, Lng: -122.397778), Route carried "on" structure: Ramp US 101, Year Built: 1995, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,128 (year 2037), Design Load: HS 20+Mod, Features Intersected: OYSTER POINT DRAIN CLVRT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.890, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35 0321S, Location: 04-SM-101-22.89-SSF (Lat: 37.664156, Lng: -122.397778), Route carried "on" structure: Ramp US 101, Year Built: 1995, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,128 (year 2037), Design Load: HS 20+Mod, Features Intersected: OYSTER POINT DRAIN CLVRT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.890, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C001, Location: 0.1 MI S OF S.H. 84 (Lat: 37.325719, Lng: -122.386369), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 272 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 373 (year 2037), Design Load: HS 20, Features Intersected: SAN GREGORIO CREEK, Facility Carried by Structure: STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C001, Location: 0.1 MI S OF S.H. 84 (Lat: 37.325719, Lng: -122.386369), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 272 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 373 (year 2037), Design Load: HS 20, Features Intersected: SAN GREGORIO CREEK, Facility Carried by Structure: STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0031, Location: 0.2 MI W US 101 (Lat: 37.650067, Lng: -122.411828), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,160 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 21,808 (year 2041), Design Load: HS 20, Features Intersected: COLMA CANAL, Facility Carried by Structure: LINDEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $84,000, Total Project Cost: $712,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0031, Location: 0.2 MI W US 101 (Lat: 37.650067, Lng: -122.411828), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,160 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 21,808 (year 2041), Design Load: HS 20, Features Intersected: COLMA CANAL, Facility Carried by Structure: LINDEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $84,000, Total Project Cost: $712,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0032, Location: OVER HICKEY BLVD (Lat: 37.664797, Lng: -122.460450), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 823 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,108 (year 2041), Design Load: H 15, Features Intersected: HICKEY BLVD, Facility Carried by Structure: DUNMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35C0032, Location: OVER HICKEY BLVD (Lat: 37.664797, Lng: -122.460450), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 823 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,108 (year 2041), Design Load: H 15, Features Intersected: HICKEY BLVD, Facility Carried by Structure: DUNMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 35C0046, Location: EAST OF AIRPORT BLVD (Lat: 37.638814, Lng: -122.400333), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 9,494 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 5,101 (year 2041), Design Load: HS 20+Mod, Features Intersected: SAN BRUNO CHANNEL, Facility Carried by Structure: NORTH ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0046, Location: EAST OF AIRPORT BLVD (Lat: 37.638814, Lng: -122.400333), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 9,494 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 5,101 (year 2041), Design Load: HS 20+Mod, Features Intersected: SAN BRUNO CHANNEL, Facility Carried by Structure: NORTH ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0047, Location: 0.3 MI E AIRPORT BLVD (Lat: 37.638800, Lng: -122.397597), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,000 (year 1986), Truck Traffic: 20%, Average Future Daily Traffic: 2,681 (year 2041), Design Load: HS 20+Mod, Features Intersected: SAN BRUNO CHANNEL (E), Facility Carried by Structure: NORTH ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,212,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,036,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0047, Location: 0.3 MI E AIRPORT BLVD (Lat: 37.638800, Lng: -122.397597), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,000 (year 1986), Truck Traffic: 20%, Average Future Daily Traffic: 2,681 (year 2041), Design Load: HS 20+Mod, Features Intersected: SAN BRUNO CHANNEL (E), Facility Carried by Structure: NORTH ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,212,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,036,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0048, Location: .1 MI W/O AIRPORT BLVD (Lat: 37.648797, Lng: -122.409092), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,343 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 14,964 (year 2041), Design Load: HS 20, Features Intersected: COLMA CREEK, Facility Carried by Structure: SAN MATEO 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0048, Location: .1 MI W/O AIRPORT BLVD (Lat: 37.648797, Lng: -122.409092), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,343 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 14,964 (year 2041), Design Load: HS 20, Features Intersected: COLMA CREEK, Facility Carried by Structure: SAN MATEO 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0070L, Location: EAST OF BOUNTY DR (Lat: 37.555183, Lng: -122.258236), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 6,395 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 9,024 (year 2041), Design Load: HS 20, Features Intersected: FOSTER CITY LAGOON, Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0070L, Location: EAST OF BOUNTY DR (Lat: 37.555183, Lng: -122.258236), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 6,395 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 9,024 (year 2041), Design Load: HS 20, Features Intersected: FOSTER CITY LAGOON, Facility Carried by Structure: FOSTER CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0078, Location: NORTH OF SOUTH ART CANAL (Lat: 37.651333, Lng: -122.417706), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 17,332 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 21,808 (year 2041), Design Load: HS 20, Features Intersected: COLMA CREEK, Facility Carried by Structure: SPRUCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $93,000, Total Project Cost: $784,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0078, Location: NORTH OF SOUTH ART CANAL (Lat: 37.651333, Lng: -122.417706), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 17,332 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 21,808 (year 2041), Design Load: HS 20, Features Intersected: COLMA CREEK, Facility Carried by Structure: SPRUCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $93,000, Total Project Cost: $784,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0079, Location: 0.1 MI S COMMERCIAL AVE (Lat: 37.656247, Lng: -122.432194), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 23,265 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 23,734 (year 2041), Features Intersected: COLMA CANAL, Facility Carried by Structure: CHESTNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0079, Location: 0.1 MI S COMMERCIAL AVE (Lat: 37.656247, Lng: -122.432194), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 23,265 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 23,734 (year 2041), Features Intersected: COLMA CANAL, Facility Carried by Structure: CHESTNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0126, Location: SPRUCE AVE (Lat: 37.651283, Lng: -122.417547), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1976, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,381 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,091 (year 2041), Features Intersected: BRANCH OF COLMA CREEK, Facility Carried by Structure: SOUTH CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: April 2021
Structure Number: 35C0126, Location: SPRUCE AVE (Lat: 37.651283, Lng: -122.417547), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1976, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,381 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,091 (year 2041), Features Intersected: BRANCH OF COLMA CREEK, Facility Carried by Structure: SOUTH CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 35C0140L, Location: EAST OF SH 101 (Lat: 37.614656, Lng: -122.393414), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 31,980 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 61,180 (year 2042), Design Load: HS 20, Features Intersected: MCDONNELL RD, Facility Carried by Structure: ROAD-1 NORTH
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: 22.4m (73.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35C0140L, Location: EAST OF SH 101 (Lat: 37.614656, Lng: -122.393414), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 31,980 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 61,180 (year 2042), Design Load: HS 20, Features Intersected: MCDONNELL RD, Facility Carried by Structure: ROAD-1 NORTH
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: 22.4m (73.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 35C0148L, Location: 0.1 MI E OF US 101 (Lat: 37.655394, Lng: -122.405956), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 17.92m (58.79ft), Average Daily Traffic: 12,955 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 10,688 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALTRAIN,UPRR,INDUSTRIAL, Facility Carried by Structure: GRAND AVENUE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0148L, Location: 0.1 MI E OF US 101 (Lat: 37.655394, Lng: -122.405956), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 17.92m (58.79ft), Average Daily Traffic: 12,955 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 10,688 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALTRAIN,UPRR,INDUSTRIAL, Facility Carried by Structure: GRAND AVENUE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0148R, Location: 0.1 MI E OF US 101 (Lat: 37.655294, Lng: -122.405825), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 6,009 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 9,814 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALTRAIN,UPRR,INDUSTRIAL, Facility Carried by Structure: GRAND AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0148R, Location: 0.1 MI E OF US 101 (Lat: 37.655294, Lng: -122.405825), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 6,009 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 9,814 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALTRAIN,UPRR,INDUSTRIAL, Facility Carried by Structure: GRAND AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0164, Location: NORTH OF NORTH ACCESS RD (Lat: 37.638800, Lng: -122.396592), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,252 (year 2011), Truck Traffic: 30%, Average Future Daily Traffic: 15,000 (year 2041), Features Intersected: SAN BRUNO CHANNEL, Facility Carried by Structure: ACCESS 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), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 35C0164, Location: NORTH OF NORTH ACCESS RD (Lat: 37.638800, Lng: -122.396592), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,252 (year 2011), Truck Traffic: 30%, Average Future Daily Traffic: 15,000 (year 2041), Features Intersected: SAN BRUNO CHANNEL, Facility Carried by Structure: ACCESS 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), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 35C017, Location: 0.1 MI E GEORGIA LANE (Lat: 37.377892, Lng: -122.216986), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1 (year 2016), Average Future Daily Traffic: 1 (year 2038), Design Load: HS 20, Features Intersected: CORTE MADERA CREEK, Facility Carried by Structure: GROVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.8m (12.5ft), Skew: 1 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C017, Location: 0.1 MI E GEORGIA LANE (Lat: 37.377892, Lng: -122.216986), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1 (year 2016), Average Future Daily Traffic: 1 (year 2038), Design Load: HS 20, Features Intersected: CORTE MADERA CREEK, Facility Carried by Structure: GROVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.8m (12.5ft), Skew: 1 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0173, Location: 0.1 MILES W OF GATEWAY BL (Lat: 37.662550, Lng: -122.397986), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 9.10m (29.86ft), Average Daily Traffic: 7,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 15,452 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALTRAIN & UP RR, Facility Carried by Structure: OYSTER POINT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.3m (135.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0173, Location: 0.1 MILES W OF GATEWAY BL (Lat: 37.662550, Lng: -122.397986), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 9.10m (29.86ft), Average Daily Traffic: 7,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 15,452 (year 2041), Design Load: HS 20+Mod, Features Intersected: CALTRAIN & UP RR, Facility Carried by Structure: OYSTER POINT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.3m (135.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C0202, Location: 500 FT N OF BRIDGE RD (Lat: 37.561944, Lng: -122.336944), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,530 (year 2041), Features Intersected: SAN MATEO CREEK, Facility Carried by Structure: STONEHEDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 35C0202, Location: 500 FT N OF BRIDGE RD (Lat: 37.561944, Lng: -122.336944), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,530 (year 2041), Features Intersected: SAN MATEO CREEK, Facility Carried by Structure: STONEHEDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 35C0206, Location: NORTH OF NORTH ACCESS RD (Lat: 37.638778, Lng: -122.400792), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 19,327 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 16,193 (year 2041), Design Load: HL 93, Features Intersected: SAN BRUNO CANAL, Facility Carried by Structure: SOUTH AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0206, Location: NORTH OF NORTH ACCESS RD (Lat: 37.638778, Lng: -122.400792), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 19,327 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 16,193 (year 2041), Design Load: HL 93, Features Intersected: SAN BRUNO CANAL, Facility Carried by Structure: SOUTH AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35C021, Location: TERMINAL 3 AREA G (Lat: 37.616986, Lng: -122.387717), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,930 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 42,222 (year 2037), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY, Facility Carried by Structure: ROAD- 1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35C021, Location: TERMINAL 3 AREA G (Lat: 37.616986, Lng: -122.387717), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,930 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 42,222 (year 2037), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY, Facility Carried by Structure: ROAD- 1 SOUTH
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 35C0213, Location: 150 FT S/O MITCHELL AVE (Lat: 37.648744, Lng: -122.405550), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 19,000 (year 2039), Design Load: HS 20, Features Intersected: COLOMA CREEK, Facility Carried by Structure: SOUTH AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.7m (87.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 35C0213, Location: 150 FT S/O MITCHELL AVE (Lat: 37.648744, Lng: -122.405550), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 19,000 (year 2039), Design Load: HS 20, Features Intersected: COLOMA CREEK, Facility Carried by Structure: SOUTH AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.7m (87.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 35 0094L, Location: 04-SM-101-21.92-SSF (Lat: 37.652931, Lng: -122.407031), Route carried "under" structure: Business City street D515, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 18,600 (year 2000), Truck Traffic: 2%, Features Intersected: CALTRAIN,UP RR,GRAND,ONR, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)
Structure Number: 35 0094L, Location: 04-SM-101-21.92-SSF (Lat: 37.652931, Lng: -122.407031), Route carried "under" structure: Business City street D515, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 18,600 (year 2000), Truck Traffic: 2%, Features Intersected: CALTRAIN,UP RR,GRAND,ONR, Facility Carried by Structure: US HIGHWAY 101 SB
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)
Find on map >> Show street view
Structure Number: 35 0094L, Location: 04-SM-101-21.92-SSF (Lat: 37.652931, Lng: -122.407031), Route carried "under" structure: Ramp US 101, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 95,100 (year 1997), Truck Traffic: 4%, Features Intersected: CALTRAIN,UP RR,GRAND,ONR
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 21.920, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)
Structure Number: 35 0094L, Location: 04-SM-101-21.92-SSF (Lat: 37.652931, Lng: -122.407031), Route carried "under" structure: Ramp US 101, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 95,100 (year 1997), Truck Traffic: 4%, Features Intersected: CALTRAIN,UP RR,GRAND,ONR
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 21.920, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)
Find on map >> Show street view
Structure Number: 35 0094R, Location: 04-SM-101-21.92-SSF (Lat: 37.653183, Lng: -122.406850), Route carried "under" structure: Business City street D515, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 18,600 (year 2000), Truck Traffic: 2%, Features Intersected: CALTRAIN,UP RR,GRAND,ONR, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
Structure Number: 35 0094R, Location: 04-SM-101-21.92-SSF (Lat: 37.653183, Lng: -122.406850), Route carried "under" structure: Business City street D515, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 18,600 (year 2000), Truck Traffic: 2%, Features Intersected: CALTRAIN,UP RR,GRAND,ONR, Facility Carried by Structure: US HIGHWAY 101 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)