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Bridge Statistics for Benicia, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Benicia, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 65 Total length: 1,178 meters (3,865ft) Total costs: $13,952,000 Total average daily traffic: 1,195,683 Total average daily truck traffic: 65,590 National Bridge Inventory (NBI) Registered Bridges for Benicia
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 23 0116, Location: 04-SOL-780-4.96-BEN (Lat: 38.080000, Lng: -122.191667), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,318 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 780, Facility Carried by Structure: MILLER ROAD OC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0119, Location: 04-SOL-780-7.07-BEN (Lat: 38.091667, Lng: -122.226667), Route carried "on" structure: City street E045, Year Built: 1958, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 2,095 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 780, Facility Carried by Structure: LAUREL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0123L, Location: 04-SOL-780-4-BEN (Lat: 38.070000, Lng: -122.181667), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 25,200 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: W780-MILITARY-W780 RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0123R, Location: 04-SOL-780-4-BEN (Lat: 38.070000, Lng: -122.181667), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 25,200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: W780-MILITARY-W780 RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0125L, Location: 04-SOL-780-2.01-BEN (Lat: 38.058333, Lng: -122.148333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 79,883 (year 2028), Design Load: HS 20, Features Intersected: EAST 2ND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.010, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0125R, Location: 04-SOL-780-2.01-BEN (Lat: 38.058333, Lng: -122.148333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 79,883 (year 2028), Design Load: HS 20, Features Intersected: EAST 2ND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.010, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0126L, Location: 04-SOL-780-1.58-BEN (Lat: 38.053333, Lng: -122.143333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 79,883 (year 2028), Design Load: HS 20, Features Intersected: EAST 5TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0126R, Location: 04-SOL-780-1.58-BEN (Lat: 38.053333, Lng: -122.143333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 79,883 (year 2028), Design Load: HS 20, Features Intersected: EAST 5TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.8 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0127L, Location: 04-SOL-780-1.21-BEN (Lat: 38.051667, Lng: -122.140000), Route carried "on" structure: Interstate 780, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: HOSPITAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.210, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0127R, Location: 04-SOL-780-1.21-BEN (Lat: 38.051667, Lng: -122.140000), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: HOSPITAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.210, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0128L, Location: 04-SOL-780-.92-BEN (Lat: 38.051667, Lng: -122.133333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.920, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0128R, Location: 04-SOL-780-.92-BEN (Lat: 38.051667, Lng: -122.133333), Route carried "on" structure: Interstate 780, Year Built: 1962, Year Reconstructed: 1967, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.920, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0129F, Location: 04-SOL-780-.77-BEN (Lat: 38.050000, Lng: -122.131667), Route carried "on" structure: Ramp Interstate 780, Year Built: 1962, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 2026), Design Load: HS 20, Features Intersected: I 680 SB & N680-W780 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.770, Lanes on structure: 1, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), 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: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 013, Location: 04-SOL-780-.73-BEN (Lat: 38.051667, Lng: -122.130000), Route carried "on" structure: Ramp Interstate 780, Year Built: 1962, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 50,500 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 680 SB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.730, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Poor, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $882,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0131L, Location: 04-SOL-780-2.96-BEN (Lat: 38.065000, Lng: -122.163333), Route carried "on" structure: Interstate 780, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: WEST 7TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.960, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0131R, Location: 04-SOL-780-2.96-BEN (Lat: 38.065000, Lng: -122.163333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 25,250 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: WEST 7TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.960, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0132L, Location: 04-SOL-780-3.81-BEN (Lat: 38.068333, Lng: -122.178333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 25,200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: SOUTHAMPTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.810, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0132R, Location: 04-SOL-780-3.81-BEN (Lat: 38.068333, Lng: -122.178333), Route carried "on" structure: Interstate 780, Year Built: 1962, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 25,200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,149 (year 2029), Design Load: HS 20, Features Intersected: SOUTHAMPTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.810, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, 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: 14.3m (46.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0143L, Location: 04-SOL-680-R1.33-BEN (Lat: 38.066667, Lng: -122.128333), Route carried "on" structure: Interstate 680, Year Built: 1966, Status: Open, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 53,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 102,674 (year 2029), Design Load: HS 20, Features Intersected: RR, INDUSTRIAL WY, CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.330, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 1, Length of Maximum Span: 25.3m (83.0ft), 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: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Satisfactory, Channel: Excellent, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 52.36m (171.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $4,356,000, Roadway Improvement Cost: $436,000, Total Project Cost: $6,535,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0143R, Location: 04-SOL-680-R1.33-BEN (Lat: 38.066667, Lng: -122.128333), Route carried "on" structure: Interstate 680, Year Built: 1966, Status: Open, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 53,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 102,674 (year 2029), Design Load: HS 20, Features Intersected: RR, INDUSTRIAL WY, CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.330, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 1, Length of Maximum Span: 25.3m (83.0ft), 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: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Excellent, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 52.36m (171.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $4,356,000, Roadway Improvement Cost: $436,000, Total Project Cost: $6,535,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "on" structure: Interstate 780, Year Built: 2004, Status: Open, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 51,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 97,785 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 680, UPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.940, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 14, Length of Maximum Span: 86.3m (283.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0226R, Location: 04-SOL-780-_.92-BEN (Lat: 38.050833, Lng: -122.134722), Route carried "on" structure: Interstate 780, Year Built: 2004, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 25,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 48,893 (year 2029), Design Load: HS 20+Mod, Features Intersected: PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.920, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.0m (144.4ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23C0068, Location: 1.2 MI NORTH OF I-780 (Lat: 38.080833, Lng: -122.139444), Route carried "on" structure: City street E004, Year Built: 1944, Year Reconstructed: 1995, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 10,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 13,052 (year 2028), Features Intersected: WEST CHANNEL ROAD, Facility Carried by Structure: EAST SECOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Inventory Rating: 20.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0069, Location: 2 KM N I-780 IN BENICIA (Lat: 38.080833, Lng: -122.139444), Route carried "on" structure: City street E004, Year Built: 1942, Year Reconstructed: 1995, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 10,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 13,184 (year 2028), Features Intersected: SULPHUR SPRING VALLEY CR, Facility Carried by Structure: E SECOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Inventory Rating: 20.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0155, Location: 0.12 MI N/E BAYSHORE RD (Lat: 38.066944, Lng: -122.129722), Route carried "on" structure: City street E021, Year Built: 1988, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,600 (year 1984), Truck Traffic: 8%, Average Future Daily Traffic: 10,086 (year 2028), Design Load: HS 20+Mod, Features Intersected: SULPHUR SPRINGS CREEK, Facility Carried by Structure: PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, 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: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0212, Location: POLK ST (Lat: 38.046944, Lng: -122.137778), Route carried "on" structure: City street , Year Built: 1943, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 1984), Truck Traffic: 8%, Average Future Daily Traffic: 3,059 (year 2026), Features Intersected: POLK ST, Facility Carried by Structure: GRANT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.1 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0213, Location: 0.2 MI S OF 2ND ST (Lat: 38.079167, Lng: -122.137778), Route carried "on" structure: City street , Year Built: 1943, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 702 (year 1984), Truck Traffic: 10%, Average Future Daily Traffic: 1,567 (year 2028), Features Intersected: SULPHUR SPRING VALLEY CR, Facility Carried by Structure: WEST CHANNEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0116, Location: 04-SOL-780-4.96-BEN (Lat: 38.080000, Lng: -122.191667), Route carried "under" structure: Interstate 780, Year Built: 1960, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 50,400 (year 1997), Truck Traffic: 6%, Features Intersected: INTERSTATE 780, Facility Carried by Structure: MILLER ROAD OC Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.496, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 23 0119, Location: 04-SOL-780-7.07-BEN (Lat: 38.091667, Lng: -122.226667), Route carried "under" structure: Interstate 780, Year Built: 1958, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 45,700 (year 1998), Truck Traffic: 6%, Features Intersected: INTERSTATE 780, Facility Carried by Structure: LAUREL ST Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.707, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 23 0123L, Location: 04-SOL-780-4-BEN (Lat: 38.070000, Lng: -122.181667), Route carried "under" structure: City street E013, Year Built: 1962, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 5%, Features Intersected: W780-MILITARY-W780 RAMPS, Facility Carried by Structure: INTERSTATE 780 EB Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 23 0123R, Location: 04-SOL-780-4-BEN (Lat: 38.070000, Lng: -122.181667), Route carried "under" structure: City street E013, Year Built: 1962, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 5%, Features Intersected: W780-MILITARY-W780 RAMPS, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 23 0125L, Location: 04-SOL-780-2.01-BEN (Lat: 38.058333, Lng: -122.148333), Route carried "under" structure: City street E004, Year Built: 1962, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 6,960 (year 2001), Truck Traffic: 5%, Features Intersected: EAST 2ND STREET, Facility Carried by Structure: INTERSTATE 780 EB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 23 0125R, Location: 04-SOL-780-2.01-BEN (Lat: 38.058333, Lng: -122.148333), Route carried "under" structure: City street E004, Year Built: 1962, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 6,960 (year 2001), Truck Traffic: 5%, Features Intersected: EAST 2ND STREET, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 23 0126L, Location: 04-SOL-780-1.58-BEN (Lat: 38.053333, Lng: -122.143333), Route carried "under" structure: City street E020, Year Built: 1962, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 6,335 (year 1998), Truck Traffic: 5%, Features Intersected: EAST 5TH STREET, Facility Carried by Structure: INTERSTATE 780 EB Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 23 0126R, Location: 04-SOL-780-1.58-BEN (Lat: 38.053333, Lng: -122.143333), Route carried "under" structure: City street E020, Year Built: 1962, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 6,335 (year 1998), Truck Traffic: 5%, Features Intersected: EAST 5TH STREET, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 23 0127L, Location: 04-SOL-780-1.21-BEN (Lat: 38.051667, Lng: -122.140000), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 6.16m (20.21ft), Features Intersected: HOSPITAL ROAD, Facility Carried by Structure: INTERSTATE 780 EB Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 23 0127R, Location: 04-SOL-780-1.21-BEN (Lat: 38.051667, Lng: -122.140000), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 4.88m (16.01ft), Features Intersected: HOSPITAL ROAD, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 23 0128L, Location: 04-SOL-780-.92-BEN (Lat: 38.051667, Lng: -122.133333), Route carried "under" structure: City street E021, Year Built: 1962, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,750 (year 1998), Truck Traffic: 5%, Features Intersected: PARK ROAD, Facility Carried by Structure: INTERSTATE 780 EB Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 23 0128R, Location: 04-SOL-780-.92-BEN (Lat: 38.051667, Lng: -122.133333), Route carried "under" structure: City street E021, Year Built: 1962, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,750 (year 1998), Truck Traffic: 5%, Features Intersected: PARK ROAD, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 23 0129F, Location: 04-SOL-780-.77-BEN (Lat: 38.050000, Lng: -122.131667), Route carried "under" structure: Interstate 680, Year Built: 1962, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 49,000 (year 1998), Truck Traffic: 5%, Features Intersected: I 680 SB & N680-W780 Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.077, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 23 0129F, Location: 04-SOL-780-.77-BEN (Lat: 38.050000, Lng: -122.131667), Route carried "under" structure: Ramp Interstate 780, Year Built: 1962, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 18,700 (year 1998), Truck Traffic: 2%, Features Intersected: I 680 SB & N680-W780 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.077, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 23 013, Location: 04-SOL-780-.73-BEN (Lat: 38.051667, Lng: -122.130000), Route carried "under" structure: Interstate 680, Year Built: 1962, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 90,200 (year 1997), Truck Traffic: 5%, Features Intersected: INTERSTATE 680 SB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.075, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 23 0131L, Location: 04-SOL-780-2.96-BEN (Lat: 38.065000, Lng: -122.163333), Route carried "under" structure: City street E015, Year Built: 1962, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 16,800 (year 1998), Truck Traffic: 5%, Features Intersected: WEST 7TH STREET, Facility Carried by Structure: INTERSTATE 780 EB Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 23 0131R, Location: 04-SOL-780-2.96-BEN (Lat: 38.065000, Lng: -122.163333), Route carried "under" structure: City street E015, Year Built: 1962, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 16,800 (year 1998), Truck Traffic: 5%, Features Intersected: WEST 7TH STREET, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 23 0132L, Location: 04-SOL-780-3.81-BEN (Lat: 38.068333, Lng: -122.178333), Route carried "under" structure: City street E015, Year Built: 1962, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 16,800 (year 1998), Truck Traffic: 5%, Features Intersected: SOUTHAMPTON ROAD, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 23 0132R, Location: 04-SOL-780-3.81-BEN (Lat: 38.068333, Lng: -122.178333), Route carried "under" structure: City street E015, Year Built: 1962, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 16,800 (year 1998), Truck Traffic: 5%, Features Intersected: SOUTHAMPTON ROAD, Facility Carried by Structure: INTERSTATE 780 WB Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 23 0133, Location: 04-SOL-780-6.66-BEN (Lat: 38.088333, Lng: -122.220000), Route carried "under" structure: Interstate 780, Year Built: 1960, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 45,700 (year 1998), Truck Traffic: 6%, Features Intersected: INTERSTATE 780, Facility Carried by Structure: HOME ACRES POC Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.666, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 23 0143L, Location: 04-SOL-680-R1.33-BEN (Lat: 38.066667, Lng: -122.128333), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 4,745 (year 2001), Truck Traffic: 5%, Features Intersected: RR, INDUSTRIAL WY, CREEK, Facility Carried by Structure: I 680 SB Minimum Vertical Clearance: 8.51m (27.92ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 23 0143L, Location: 04-SOL-680-R1.33-BEN (Lat: 38.066667, Lng: -122.128333), Route carried "under" structure: Business City street , Year Built: 1966, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 350 (year 2000), Truck Traffic: 10%, Features Intersected: RR, INDUSTRIAL WY, CREEK, Facility Carried by Structure: I 680 SB Minimum Vertical Clearance: 8.86m (29.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 23 0143R, Location: 04-SOL-680-R1.33-BEN (Lat: 38.066667, Lng: -122.128333), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 4,745 (year 2001), Truck Traffic: 5%, Features Intersected: RR, INDUSTRIAL WY, CREEK, Facility Carried by Structure: I 680 NB Minimum Vertical Clearance: 8.78m (28.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 23 0143R, Location: 04-SOL-680-R1.33-BEN (Lat: 38.066667, Lng: -122.128333), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 3,000 (year 2001), Truck Traffic: 3%, Features Intersected: RR, INDUSTRIAL WY, CREEK, Facility Carried by Structure: I 680 NB Minimum Vertical Clearance: 0.86m (2.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "under" structure: Interstate 680, Year Built: 2004, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 64,000 (year 1998), Truck Traffic: 5%, Features Intersected: INTERSTATE 680, UPRR Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.101, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 86.3m (283.1ft) Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 200 (year 2000), Truck Traffic: 5%, Features Intersected: INTERSTATE 680, UPRR, Facility Carried by Structure: E780-N680 Minimum Vertical Clearance: 12.36m (40.55ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 86.3m (283.1ft) Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 500 (year 2000), Truck Traffic: 3%, Features Intersected: INTERSTATE 680, UPRR, Facility Carried by Structure: E780-N680 Minimum Vertical Clearance: 11.04m (36.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 86.3m (283.1ft) Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "under" structure: Ramp Interstate 780, Year Built: 2004, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 6%, Features Intersected: INTERSTATE 680, UPRR Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.062, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 86.3m (283.1ft) Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "under" structure: Ramp Interstate 780, Year Built: 2004, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 6%, Features Intersected: INTERSTATE 680, UPRR Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.068, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 86.3m (283.1ft) Find on map >>
Structure Number: 23 0211G, Location: 04-SOL-780-_.94-BEN (Lat: 38.050556, Lng: -122.131944), Route carried "under" structure: Interstate 680, Year Built: 2004, Structure Length: 94.20m (309.06ft), Average Daily Traffic: 64,000 (year 1998), Truck Traffic: 5%, Features Intersected: INTERSTATE 680, UPRR Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.077, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 86.3m (283.1ft) Find on map >>
Structure Number: 23 0226R, Location: 04-SOL-780-_.92-BEN (Lat: 38.050833, Lng: -122.134722), Route carried "under" structure: Business City street , Year Built: 2004, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 3,750 (year 1998), Truck Traffic: 5%, Features Intersected: PARK ROAD, Facility Carried by Structure: WB INTERSTATE 780 Minimum Vertical Clearance: 0.58m (1.90ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.0m (144.4ft) Find on map >>
Structure Number: 23C005, Location: 0.2 MI N/W OF W 7TH ST (Lat: 38.061667, Lng: -122.171667), Route carried "under" structure: City street E005, Year Built: 1978, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,000 (year 1982), Truck Traffic: 8%, Features Intersected: BENICA SCH DIST POC, Facility Carried by Structure: WEST MILITARY HWY Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 23C0068, Location: 1.2 MI NORTH OF I-780 (Lat: 38.080833, Lng: -122.139444), Route carried "under" structure: City street , Year Built: 1944, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 10,000 (year 1995), Truck Traffic: 8%, Features Intersected: WEST CHANNEL ROAD, Facility Carried by Structure: EAST SECOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 7.6m (24.9ft) Find on map >>
Structure Number: 23C0156, Location: S INDUSTRIAL HWY (Lat: 38.065000, Lng: -122.132778), Route carried "under" structure: City street E021, Year Built: 1975, Structure Length: 2.90m (9.51ft), Truck Traffic: 8%, Features Intersected: PARK RD PIPE OC, Facility Carried by Structure: PARK RD BENECIA Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 23C0157, Location: SOUTH OF S.H. 680 (Lat: 38.065000, Lng: -122.130833), Route carried "under" structure: City street E014, Year Built: 1925, Structure Length: 0.85m (2.79ft), Truck Traffic: 8%, Features Intersected: UP RR, BNSF RY, & AMTRAK, Facility Carried by Structure: BAYSHORE ROAD Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.5m (27.9ft) Find on map >>
Structure Number: 23C0158, Location: ADJ TO I-680 (Lat: 38.057778, Lng: -122.128889), Route carried "under" structure: City street E014, Year Built: 1940, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,500 (year 1982), Truck Traffic: 10%, Features Intersected: UP RR, BNSF RY, & AMTRAK, Facility Carried by Structure: BAYSHORE RD (NO 2) Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 23C0159, Location: EAST OF S.H. 680 (Lat: 38.047778, Lng: -122.127778), Route carried "under" structure: City street E014, Year Built: 1925, Structure Length: 1.83m (6.00ft), Truck Traffic: 10%, Features Intersected: UP RR, BNSF RY, & AMTRAK, Facility Carried by Structure: BAYSHORE ROAD Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 23C016, Location: SOUTH WEST OF S.H. 680 (Lat: 38.045278, Lng: -122.130278), Route carried "under" structure: City street E014, Year Built: 1970, Structure Length: 0.00m, Truck Traffic: 10%, Features Intersected: BAYSHORE ROAD, Facility Carried by Structure: PIPELINE OC Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 18.3m (60.0ft) Discuss this city on our hugely popular California forum Back to: Benicia, CA, California, All US cities.
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