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Bridge Statistics for Lafayette, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lafayette, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 57 Total length: 323 meters (1,060ft) Total costs: $592,000 Total average daily traffic: 1,966,466 Total average daily truck traffic: 52,302 National Bridge Inventory (NBI) Registered Bridges for Lafayette
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 28 0045S, Location: 04-CC-024-R7.6-LFYT (Lat: 37.895833, Lng: -122.097500), Route carried "on" structure: Ramp State highway 24, Year Built: 1971, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,600 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,191 (year 2029), Design Load: HS 20, Features Intersected: MOUNT DIABLO BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.600, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0106K, Location: 04-CC-024-R7.66-LFYT (Lat: 37.898333, Lng: -122.095000), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 11,100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 41,907 (year 2029), Design Load: HS 20, Features Intersected: PLEASANT HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0106L, Location: 04-CC-024-R7.66-LFYT (Lat: 37.898333, Lng: -122.095278), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: PLEASANT HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, 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: 3, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0106R, Location: 04-CC-024-R7.66-LFYT (Lat: 37.897222, Lng: -122.097222), Route carried "on" structure: State highway 24, Year Built: 1971, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: PLEASANT HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0106S, Location: 04-CC-024-R7.66-LFYT (Lat: 37.897222, Lng: -122.097222), Route carried "on" structure: Bypass State highway 24, Year Built: 1971, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 11,450 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 41,907 (year 2029), Design Load: HS 20, Features Intersected: PLEASANT HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0110K, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "on" structure: Ramp State highway 24, Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 6,244 (year 2027), Design Load: HS 20+Mod, Features Intersected: ACALANES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0110L, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "on" structure: State highway 24, Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,027 (year 2027), Design Load: HS 20+Mod, Features Intersected: ACALANES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0110R, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "on" structure: State highway 24, Year Built: 1959, Year Reconstructed: 1969, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: ACALANES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0110S, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "on" structure: Bypass State highway 24, Year Built: 1959, Year Reconstructed: 1969, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,700 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 2,095 (year 2029), Design Load: HS 20, Features Intersected: ACALANES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0131R, Location: 04-CC-024-R6.84-LFYT (Lat: 37.895556, Lng: -122.110556), Route carried "on" structure: State highway 24, Year Built: 1957, Year Reconstructed: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: BROWN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0132L, Location: 04-CC-024-R5.97-LFYT (Lat: 37.893333, Lng: -122.126389), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: HAPPY VALLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.970, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0132R, Location: 04-CC-024-R5.97-LFYT (Lat: 37.893333, Lng: -122.126389), Route carried "on" structure: State highway 24, Year Built: 1957, Year Reconstructed: 1971, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: HAPPY VALLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.970, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0133L, Location: 04-CC-024-R6.26-LFYT (Lat: 37.894167, Lng: -122.122222), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: OAK HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0133R, Location: 04-CC-024-R6.26-LFYT (Lat: 37.893611, Lng: -122.120278), Route carried "on" structure: State highway 24, Year Built: 1971, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: OAK HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0134L, Location: 04-CC-024-R5.84-LFYT (Lat: 37.891667, Lng: -122.126667), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20+Mod, Features Intersected: DOLORES DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $592,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0134R, Location: 04-CC-024-R5.84-LFYT (Lat: 37.891667, Lng: -122.126667), Route carried "on" structure: State highway 24, Year Built: 1957, Year Reconstructed: 1971, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: DOLORES DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0137L, Location: 04-CC-024-R4.9-LFYT (Lat: 37.891667, Lng: -122.145000), Route carried "on" structure: State highway 24, Year Built: 1969, Status: Open, Structure Length: 17.32m (56.82ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20+Mod, Features Intersected: EL NIDO RANCH RD,AQUEDUC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.900, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0137R, Location: 04-CC-024-R4.9-LFYT (Lat: 37.891667, Lng: -122.145000), Route carried "on" structure: State highway 24, Year Built: 1957, Year Reconstructed: 1971, Status: Open, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: EL NIDO RANCH RD,AQUEDUC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.900, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0145L, Location: 04-CC-024-R6.78-LFYT (Lat: 37.895833, Lng: -122.111944), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,027 (year 2027), Design Load: HS 20, Features Intersected: EBMUD AQUEDUCT, BROWN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.780, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0145R, Location: 04-CC-024-R6.75-LFYT (Lat: 37.895000, Lng: -122.113333), Route carried "on" structure: State highway 24, Year Built: 1957, Year Reconstructed: 1971, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: EBMUD AQUEDUCT, BROWN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.750, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0228K, Location: 04-CC-024-R6.51-LFYT (Lat: 37.890000, Lng: -122.091667), Route carried "on" structure: Ramp State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 20,954 (year 2029), Design Load: HS 20, Features Intersected: FIRST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.510, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0228L, Location: 04-CC-024-R6.51-LFYT (Lat: 37.895000, Lng: -122.099444), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: FIRST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.510, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0228R, Location: 04-CC-024-R6.51-LFYT (Lat: 37.890000, Lng: -122.091667), Route carried "on" structure: State highway 24, Year Built: 1971, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: FIRST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.510, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0230L, Location: 04-CC-024-R6.08-LFYT (Lat: 37.893333, Lng: -122.124722), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: LAFAYETTE STA PUC(BARTD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0230R, Location: 04-CC-024-R6.08-LFYT (Lat: 37.888333, Lng: -122.120000), Route carried "on" structure: State highway 24, Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80,650 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 99,688 (year 2029), Design Load: HS 20, Features Intersected: LAFAYETTE STA PUC(BARTD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28C0089, Location: 0.1 MI E ST MARY'S ROAD (Lat: 37.871944, Lng: -122.096944), Route carried "on" structure: City street A820, Year Built: 1963, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,025 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 15,768 (year 2027), Design Load: HS 20, Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: GLENSIDE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28C0099, Location: 0.1 MI E PLEASANT HILL RD (Lat: 37.895833, Lng: -122.092778), Route carried "on" structure: City street A825, Year Built: 1971, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,441 (year 1978), Truck Traffic: 1%, Average Future Daily Traffic: 4,730 (year 2028), Design Load: HS 20, Features Intersected: RELIEZ CREEK, Facility Carried by Structure: OLD TUNNEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0105, Location: AT OLYMPIC BLVD (Lat: 37.886944, Lng: -122.091944), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,000 (year 1981), Truck Traffic: 4%, Average Future Daily Traffic: 26,280 (year 2027), Design Load: HS 20, Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: PLEASANT HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28C0138, Location: 1.1 MI N RHEEM BLVD (Lat: 37.860833, Lng: -122.101944), Route carried "on" structure: City street A733, Year Built: 1975, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,000 (year 1978), Truck Traffic: 4%, Average Future Daily Traffic: 11,524 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: ST MARY'S ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28C0167, Location: 0.3 MI W RELIEZ STA RD (Lat: 37.880000, Lng: -122.100000), Route carried "on" structure: City street A908, Year Built: 1980, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,000 (year 1981), Truck Traffic: 2%, Average Future Daily Traffic: 3,143 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: GLENSIDE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28C0168, Location: 0.3 MI S MOUNT DIABLO BLV (Lat: 37.887778, Lng: -122.122778), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,200 (year 1981), Truck Traffic: 1%, Average Future Daily Traffic: 2,081 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAFAYETTE CR, Facility Carried by Structure: HOUGH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28C0178, Location: AT SH 24 (Lat: 37.890000, Lng: -122.142778), Route carried "on" structure: City street A804, Year Built: 1969, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,500 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 2,620 (year 2027), Design Load: HS 20, Features Intersected: LAFAYETTE AQUEDUCT, Facility Carried by Structure: EL NIDO RANCH RD Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0332, Location: 0.2 MI E FIRST ST (Lat: 37.890833, Lng: -122.111944), Route carried "on" structure: City street A795, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,000 (year 1978), Truck Traffic: 1%, Average Future Daily Traffic: 5,222 (year 2028), Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: MORAGA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Failed, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28C042, Location: 0.1 MI N OLYMPIC BLVD (Lat: 37.887303, Lng: -122.097225), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 40 (year 1983), Average Future Daily Traffic: 79 (year 2028), Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: RELIEZ STATION RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28C0423, Location: CAROL LANE (Lat: 37.890000, Lng: -122.101944), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 600 (year 1983), Truck Traffic: 2%, Average Future Daily Traffic: 888 (year 2028), Design Load: HS 20, Features Intersected: LAS TRAMPAS CREEK, Facility Carried by Structure: MORAGA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 28 0045S, Location: 04-CC-024-R7.6-LFYT (Lat: 37.895833, Lng: -122.097500), Route carried "under" structure: City street A063, Year Built: 1971, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 16,700 (year 2002), Truck Traffic: 1%, Features Intersected: MOUNT DIABLO BOULEVARD, Facility Carried by Structure: E24-PLEASANT HILL Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 28 0106K, Location: 04-CC-024-R7.66-LFYT (Lat: 37.898333, Lng: -122.095000), Route carried "under" structure: City street A049, Year Built: 1970, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 45,700 (year 2002), Truck Traffic: 1%, Features Intersected: PLEASANT HILL ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 28 0106L, Location: 04-CC-024-R7.66-LFYT (Lat: 37.898333, Lng: -122.095278), Route carried "under" structure: City street A049, Year Built: 1970, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 45,700 (year 2002), Truck Traffic: 1%, Features Intersected: PLEASANT HILL ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 28 0106R, Location: 04-CC-024-R7.66-LFYT (Lat: 37.897222, Lng: -122.097222), Route carried "under" structure: City street A049, Year Built: 1971, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 45,700 (year 2002), Truck Traffic: 1%, Features Intersected: PLEASANT HILL ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 28 0106S, Location: 04-CC-024-R7.66-LFYT (Lat: 37.897222, Lng: -122.097222), Route carried "under" structure: City street A049, Year Built: 1971, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 45,700 (year 2002), Truck Traffic: 1%, Features Intersected: PLEASANT HILL ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 28 0110K, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "under" structure: City street A799, Year Built: 1969, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 16,700 (year 1998), Truck Traffic: 3%, Features Intersected: ACALANES ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 28 0110L, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "under" structure: City street A799, Year Built: 1969, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 16,700 (year 1998), Truck Traffic: 3%, Features Intersected: ACALANES ROAD, Facility Carried by Structure: STATE ROUTE 24 WB Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 28 0110R, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "under" structure: City street A799, Year Built: 1959, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 16,700 (year 1998), Truck Traffic: 3%, Features Intersected: ACALANES ROAD, Facility Carried by Structure: STATE ROUTE 24 EB Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 28 0110S, Location: 04-CC-024-R4.4-LFYT (Lat: 37.891667, Lng: -122.153333), Route carried "under" structure: City street A799, Year Built: 1959, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 16,700 (year 1998), Truck Traffic: 3%, Features Intersected: ACALANES ROAD, Facility Carried by Structure: E24 & ACALANES RD Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 28 0131R, Location: 04-CC-024-R6.84-LFYT (Lat: 37.895556, Lng: -122.110556), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,460 (year 1998), Truck Traffic: 1%, Features Intersected: BROWN AVENUE, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 28 0132L, Location: 04-CC-024-R5.97-LFYT (Lat: 37.893333, Lng: -122.126389), Route carried "under" structure: City street A801, Year Built: 1970, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 11,400 (year 2002), Truck Traffic: 1%, Features Intersected: HAPPY VALLEY ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 8.18m (26.84ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 28 0132R, Location: 04-CC-024-R5.97-LFYT (Lat: 37.893333, Lng: -122.126389), Route carried "under" structure: City street A801, Year Built: 1957, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 11,400 (year 2002), Truck Traffic: 1%, Features Intersected: HAPPY VALLEY ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 8.33m (27.33ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 28 0133L, Location: 04-CC-024-R6.26-LFYT (Lat: 37.894167, Lng: -122.122222), Route carried "under" structure: Business City street , Year Built: 1970, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,400 (year 2002), Truck Traffic: 1%, Features Intersected: OAK HILL ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 28 0133R, Location: 04-CC-024-R6.26-LFYT (Lat: 37.893611, Lng: -122.120278), Route carried "under" structure: Business City street , Year Built: 1971, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 11,400 (year 2002), Truck Traffic: 1%, Features Intersected: OAK HILL ROAD, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 28 0134L, Location: 04-CC-024-R5.84-LFYT (Lat: 37.891667, Lng: -122.126667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,400 (year 2002), Truck Traffic: 1%, Features Intersected: DOLORES DRIVE, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 28 0134R, Location: 04-CC-024-R5.84-LFYT (Lat: 37.891667, Lng: -122.126667), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 11,400 (year 2002), Truck Traffic: 1%, Features Intersected: DOLORES DRIVE, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 28 0137L, Location: 04-CC-024-R4.9-LFYT (Lat: 37.891667, Lng: -122.145000), Route carried "under" structure: City street A804, Year Built: 1969, Structure Length: 17.32m (56.82ft), Average Daily Traffic: 3,870 (year 2002), Truck Traffic: 1%, Features Intersected: EL NIDO RANCH RD,AQUEDUC, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 28 0137R, Location: 04-CC-024-R4.9-LFYT (Lat: 37.891667, Lng: -122.145000), Route carried "under" structure: City street A804, Year Built: 1957, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 3,870 (year 1998), Truck Traffic: 1%, Features Intersected: EL NIDO RANCH RD,AQUEDUC, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 28 0145L, Location: 04-CC-024-R6.78-LFYT (Lat: 37.895833, Lng: -122.111944), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 4,460 (year 1997), Truck Traffic: 1%, Features Intersected: EBMUD AQUEDUCT, BROWN AV, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 28 0228K, Location: 04-CC-024-R6.51-LFYT (Lat: 37.890000, Lng: -122.091667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,200 (year 2000), Truck Traffic: 1%, Features Intersected: FIRST STREET, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 28 0228L, Location: 04-CC-024-R6.51-LFYT (Lat: 37.895000, Lng: -122.099444), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,200 (year 2000), Truck Traffic: 1%, Features Intersected: FIRST STREET, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 28 0228R, Location: 04-CC-024-R6.51-LFYT (Lat: 37.890000, Lng: -122.091667), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,200 (year 2000), Truck Traffic: 1%, Features Intersected: FIRST STREET, Facility Carried by Structure: STATE ROUTE 24 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.0m (128.0ft) Discuss this city on our hugely popular California forum Back to: Lafayette, CA, California, All US cities.
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