 |
 |
Bridge Statistics for Antioch, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Antioch, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 49
Total length: 210 meters (689ft) Total costs: $2,956,000 Total average daily traffic: 1,156,757 Total average daily truck traffic: 84,003 National Bridge Inventory (NBI) Registered Bridges for Antioch
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 28 0086L, Location: 04-CC-004-R27.79-ANT (Lat: 37.998278, Lng: -121.806000), Route carried "on" structure: State highway 4, Year Built: 1971, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 35,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 51,829 (year 2029), Design Load: HS 20, Features Intersected: A STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.790, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 85.9 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0086R, Location: 04-CC-004-R27.79-ANT (Lat: 37.998056, Lng: -121.806000), Route carried "on" structure: State highway 4, Year Built: 1971, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 35,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 51,829 (year 2029), Design Load: HS 20, Features Intersected: A STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.790, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 85.9 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0088L, Location: 04-CC-004-R28.23-ANT (Lat: 37.998250, Lng: -121.798000), Route carried "on" structure: State highway 4, Year Built: 1971, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 35,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 51,829 (year 2029), Design Load: HS 20, Features Intersected: CAVALLO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.230, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0088R, Location: 04-CC-004-R28.23-ANT (Lat: 37.998056, Lng: -121.798000), Route carried "on" structure: State highway 4, Year Built: 1971, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 35,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 51,829 (year 2029), Design Load: HS 20, Features Intersected: CAVALLO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.230, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0097, Location: 04-CC-004-27.29-ANT (Lat: 37.998139, Lng: -121.815333), Route carried "on" structure: City street A643, Year Built: 1953, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 11,375 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 41,907 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: G ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $61,000, Total Project Cost: $514,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0098L, Location: 04-CC-004-26.94-ANT (Lat: 37.999528, Lng: -121.821389), Route carried "on" structure: State highway 4, Year Built: 1953, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 106,440 (year 2029), Design Load: HS 20, Features Intersected: CONTRA LOMA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0098R, Location: 04-CC-004-26.94-ANT (Lat: 37.999361, Lng: -121.821444), Route carried "on" structure: State highway 4, Year Built: 1953, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45,500 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 106,795 (year 2029), Design Load: HS 20, Features Intersected: CONTRA LOMA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0099L, Location: 04-CC-004-25-ANT (Lat: 38.008750, Lng: -121.855000), Route carried "on" structure: State highway 4, Year Built: 1953, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 106,440 (year 2029), Design Load: HS 20, Features Intersected: CENTURY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.9 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0099R, Location: 04-CC-004-25-ANT (Lat: 38.008611, Lng: -121.855139), Route carried "on" structure: State highway 4, Year Built: 1953, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 106,440 (year 2029), Design Load: HS 20, Features Intersected: CENTURY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.9 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0105, Location: 04-CC-004-24.97-ANT (Lat: 38.008889, Lng: -121.855694), Route carried "on" structure: State highway 4, Year Built: 1953, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 91,000 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 212,881 (year 2029), Design Load: HS 20, Features Intersected: MAINTENANCE ACCESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.970, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 40.1m (131.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $452,000, Roadway Improvement Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0183L, Location: 04-CC-004-R28.94-ANT (Lat: 37.996194, Lng: -121.785306), Route carried "on" structure: City street 4, Year Built: 1997, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 17,100 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 31,431 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: HILLCREST AVE NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.940, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0183R, Location: 04-CC-004-R28.9-ANT (Lat: 37.996250, Lng: -121.785556), Route carried "on" structure: City street 4, Year Built: 1971, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 17,100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 31,431 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: HILLCREST AVE SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.900, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb 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: Fair, Superstructure: Very 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0211L, Location: 04-CC-004-26.01-ANT (Lat: 38.003944, Lng: -121.837278), Route carried "on" structure: State highway 4, Year Built: 1969, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 45,500 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 106,795 (year 2029), Design Load: HS 20, Features Intersected: SOMERSVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.010, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 2 degrees, Material/Design: Prestressed 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: 17.2m (56.4ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 64.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0211R, Location: 04-CC-004-26.01-ANT (Lat: 38.003750, Lng: -121.837500), Route carried "on" structure: State highway 4, Year Built: 1969, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 45,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 106,440 (year 2029), Design Load: HS 20, Features Intersected: SOMERSVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.010, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 2 degrees, Material/Design: Prestressed 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: 17.2m (56.4ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 64.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0265K, Location: 04-CC-004-26.93-ANT (Lat: 37.999889, Lng: -121.821583), Route carried "on" structure: Ramp State highway 4, Year Built: 1952, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 2,800 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 5,239 (year 2029), Design Load: HS 20, Features Intersected: CONTRA LOMA DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.930, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0388, Location: 04-CC-004-T30.2-ANT (Lat: 37.990556, Lng: -121.759028), Route carried "on" structure: Ramp State highway 4, Year Built: 2005, Status: Open, Structure Length: 9.74m (31.96ft), Average Daily Traffic: 37,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 64,709 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.200, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.8m (176.5ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0389L, Location: 04-CC-004-R31.1-ANT (Lat: 37.983083, Lng: -121.746917), Route carried "on" structure: State highway 4, Year Built: 2008, Status: Open, Structure Length: 14.79m (48.52ft), Average Daily Traffic: 40,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 62,237 (year 2031), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 31.100, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.0m (170.6ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 0389R, Location: 04-CC-004-R31.1-ANT (Lat: 37.983083, Lng: -121.747389), Route carried "on" structure: State highway 4, Year Built: 2008, Status: Open, Structure Length: 14.71m (48.26ft), Average Daily Traffic: 40,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 62,237 (year 2031), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 31.100, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.9m (173.6ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28 039, Location: 04-CC-004-R31.5-ANT (Lat: 37.978917, Lng: -121.744222), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 8,298 (year 2031), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: LAUREL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.6m (146.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28C0054, Location: 0.25 MI E/O MINAKER DR (Lat: 38.011944, Lng: -121.787778), Route carried "on" structure: City street A655, Year Built: 1958, Status: Open, Structure Length: 14.84m (48.69ft), Average Daily Traffic: 7,816 (year 1977), Truck Traffic: 12%, Average Future Daily Traffic: 13,756 (year 2029), Design Load: H 20, Features Intersected: BNSF RY & AMTRAK, UP RR, Facility Carried by Structure: WILBUR AVE 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), 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: 9.8m (32.2ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.84m (48.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2009, Critical Feature Inspection Date: December 2008, Bridge Improvement Cost: $1,454,000, Roadway Improvement Cost: $290,000, Total Project Cost: $2,442,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28C0151, Location: 0.05 MI W OF CAVALLO RD (Lat: 38.012222, Lng: -121.798889), Route carried "on" structure: City street A655, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,603 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 24,339 (year 2029), Design Load: HS 20, Features Intersected: E ANTIOCH CREEK, Facility Carried by Structure: WILBUR AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 19.0m (62.3ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0152, Location: AT "O" STREET (Lat: 38.010833, Lng: -121.823889), Route carried "on" structure: City street A650, Year Built: 1950, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,400 (year 1977), Truck Traffic: 6%, Average Future Daily Traffic: 22,148 (year 2029), Features Intersected: FAIR CREEK, Facility Carried by Structure: WEST TENTH ST 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: 23.1m (75.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 31.0m (101.7ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2009 Find on map >>
Structure Number: 28C0208, Location: 1.6 MI S SH 4 (Lat: 37.981944, Lng: -121.765833), Route carried "on" structure: City street A658, Year Built: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 9,500 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 19,840 (year 2028), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: HILLCREST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.3m (63.3ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0286, Location: 0.4 MI W SOMERSVILLE RD (Lat: 37.998056, Lng: -121.850556), Route carried "on" structure: City street A604, Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,500 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 5,239 (year 2029), Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: BUCHANAN RD 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: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C029, Location: AT 'G' STREET (Lat: 37.993889, Lng: -121.816944), Route carried "on" structure: City street A603, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,490 (year 1977), Truck Traffic: 3%, Average Future Daily Traffic: 10,020 (year 2029), Design Load: HS 20, Features Intersected: WEST ANTIOCH CREEK, Facility Carried by Structure: PUTNAM DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0291, Location: 0.4 MI N/O SR4 INTCH (Lat: 38.003611, Lng: -121.815278), Route carried "on" structure: City street A643, Year Built: 1967, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 6,100 (year 1977), Truck Traffic: 3%, Average Future Daily Traffic: 10,020 (year 2029), Design Load: HS 20+Mod, Features Intersected: UP RR, Facility Carried by Structure: G ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28C0293, Location: 0.1 MI S WILBUR AVE (Lat: 38.010278, Lng: -121.796667), Route carried "on" structure: City street A657, Year Built: 1961, Year Reconstructed: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,100 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 6,328 (year 2029), Features Intersected: E ANTIOCH CR, Facility Carried by Structure: CAVALLO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0294, Location: 0.2 MI N OF E 18TH ST (Lat: 38.006322, Lng: -121.787828), Route carried "on" structure: City street A658, Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 8,244 (year 2029), Features Intersected: GILLIPPI GULCH, Facility Carried by Structure: HILLCREST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0424, Location: AT EAST 13TH ST (Lat: 38.008889, Lng: -121.795833), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 1%, Average Future Daily Traffic: 1,886 (year 2029), Design Load: HS 20, Features Intersected: LAKE ALHAMBRA, Facility Carried by Structure: NORTH LAKE DRIVE 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 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: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0425, Location: 1.5 MI E SOMERVILLE RD (Lat: 37.982778, Lng: -121.829444), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,873 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 2,095 (year 2029), Design Load: HS 15, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: JAMES DONLON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 28.8m (94.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0426, Location: 0.7 MI N JAMES DONLON (Lat: 37.989444, Lng: -121.840278), Route carried "on" structure: City street A639, Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 5,222 (year 2028), Design Load: HS 20, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: GENTRYTOWN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2009, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0444, Location: AT HILLCREST AVENUE (Lat: 37.983056, Lng: -121.773056), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,500 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,610 (year 2028), Design Load: HS 20+Mod, Features Intersected: CONTRA COSTA CANAL, Facility Carried by Structure: VIA DORA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2009, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28C0476, Location: 0.05 MI W OF "O" STREET (Lat: 38.015833, Lng: -121.825833), Route carried "on" structure: City street A638, Year Built: 1992, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 12,572 (year 2029), Design Load: HS 20+Mod, Features Intersected: WEST ANTIOCH CREEK, Facility Carried by Structure: SOMERSVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Channel: Very 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 28 0086L, Location: 04-CC-004-R27.79-ANT (Lat: 37.998278, Lng: -121.806000), Route carried "under" structure: City street A601, Year Built: 1971, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 2%, Features Intersected: A STREET, Facility Carried by Structure: STATE ROUTE 4 WB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft) Find on map >>
Structure Number: 28 0086R, Location: 04-CC-004-R27.79-ANT (Lat: 37.998056, Lng: -121.806000), Route carried "under" structure: City street A601, Year Built: 1971, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 1%, Features Intersected: A STREET, Facility Carried by Structure: STATE ROUTE 4 EB Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.2m (154.9ft) Find on map >>
Structure Number: 28 0088L, Location: 04-CC-004-R28.23-ANT (Lat: 37.998250, Lng: -121.798000), Route carried "under" structure: City street A657, Year Built: 1971, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 2%, Features Intersected: CAVALLO ROAD, Facility Carried by Structure: STATE ROUTE 4 WB Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.2m (115.5ft) Find on map >>
Structure Number: 28 0088R, Location: 04-CC-004-R28.23-ANT (Lat: 37.998056, Lng: -121.798000), Route carried "under" structure: City street A657, Year Built: 1971, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 1%, Features Intersected: CAVALLO ROAD, Facility Carried by Structure: STATE ROUTE 4 EB Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.2m (115.5ft) Find on map >>
Structure Number: 28 0097, Location: 04-CC-004-27.29-ANT (Lat: 37.998139, Lng: -121.815333), Route carried "under" structure: State highway 4, Year Built: 1953, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 91,000 (year 2000), Truck Traffic: 8%, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: G ST Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 2.729, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 28 0098L, Location: 04-CC-004-26.94-ANT (Lat: 37.999528, Lng: -121.821389), Route carried "under" structure: City street A642, Year Built: 1953, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 2%, Features Intersected: CONTRA LOMA BLVD, Facility Carried by Structure: STATE ROUTE 4 WB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 28 0098R, Location: 04-CC-004-26.94-ANT (Lat: 37.999361, Lng: -121.821444), Route carried "under" structure: City street A641, Year Built: 1953, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 1%, Features Intersected: CONTRA LOMA BLVD, Facility Carried by Structure: STATE ROUTE 4 EB Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 28 0183L, Location: 04-CC-004-R28.94-ANT (Lat: 37.996194, Lng: -121.785306), Route carried "under" structure: State highway 4, Year Built: 1997, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 86,000 (year 2001), Truck Traffic: 8%, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: HILLCREST AVE NB Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 2.894, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.8m (133.9ft) Find on map >>
Structure Number: 28 0183R, Location: 04-CC-004-R28.9-ANT (Lat: 37.996250, Lng: -121.785556), Route carried "under" structure: State highway 4, Year Built: 1971, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 86,000 (year 2001), Truck Traffic: 8%, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: HILLCREST AVE SB Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.289, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 28 0211L, Location: 04-CC-004-26.01-ANT (Lat: 38.003944, Lng: -121.837278), Route carried "under" structure: City street A638, Year Built: 1969, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 2%, Features Intersected: SOMERSVILLE RD, Facility Carried by Structure: STATE ROUTE 4 WB Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 28 0211R, Location: 04-CC-004-26.01-ANT (Lat: 38.003750, Lng: -121.837500), Route carried "under" structure: City street A638, Year Built: 1969, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 1%, Features Intersected: SOMERSVILLE RD, Facility Carried by Structure: STATE ROUTE 4 EB Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 28 0388, Location: 04-CC-004-T30.2-ANT (Lat: 37.990556, Lng: -121.759028), Route carried "under" structure: State highway 4, Year Built: 2005, Structure Length: 9.74m (31.96ft), Average Daily Traffic: 38,000 (year 2000), Truck Traffic: 8%, Features Intersected: STATE ROUTE 4 Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.302, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.8m (176.5ft) Find on map >>
Structure Number: 28 039, Location: 04-CC-004-R31.5-ANT (Lat: 37.978917, Lng: -121.744222), Route carried "under" structure: State highway 4, Year Built: 2008, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 40,000 (year 2009), Truck Traffic: 10%, Features Intersected: STATE ROUTE 4, Facility Carried by Structure: LAUREL ROAD Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.315, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.6m (146.3ft) Find on map >>
Structure Number: 28C0288, Location: 04-CC-642-0-ANT (Lat: 38.005000, Lng: -121.820000), Route carried "under" structure: City street A642, Year Built: 1960, Structure Length: 2.19m (7.19ft), Features Intersected: PIPE OC (L STREET), Facility Carried by Structure: PIPE OC Minimum Vertical Clearance: 0.65m (2.13ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 28C0289, Location: 0.4 MI N/O SR4 (Lat: 38.005000, Lng: -121.820000), Route carried "under" structure: City street A642, Year Built: 1968, Structure Length: 2.07m (6.79ft), Truck Traffic: 3%, Features Intersected: UP RR, Facility Carried by Structure: L ST Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.1m (33.1ft) Find on map >>
Structure Number: 28C0292, Location: 04-CC-657-0-ANT (Lat: 38.000000, Lng: -121.796944), Route carried "under" structure: City street A657, Year Built: 1976, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 1,000 (year 1977), Truck Traffic: 1%, Features Intersected: UP RR, Facility Carried by Structure: CAVALLO ROAD Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.7m (58.1ft)
Discuss this city on our hugely popular California forum Back to: Antioch, CA, California, All US cities.
|
 |
