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Bridge Statistics for Vista, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Vista, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 124 meters (407ft) Total costs: $68,000 Total average daily traffic: 1,167,537 Total average daily truck traffic: 53,555 National Bridge Inventory (NBI) Registered Bridges for Vista
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 57 0398, Location: 11-SD-078-5.94-VSTA (Lat: 33.195000, Lng: -117.253333), Route carried "on" structure: State highway 78, Year Built: 1992, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 126,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 150,954 (year 2029), Design Load: HS 20+Mod, Features Intersected: MELROSE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.940, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 35.7m (117.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 04, Location: 11-SD-078-6.94-VSTA (Lat: 33.188333, Lng: -117.238333), Route carried "on" structure: City street S372, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 28,100 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 41,217 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 78, Facility Carried by Structure: SUNSET DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 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: 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 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 0401, Location: 11-SD-078-7.71-VSTA (Lat: 33.181667, Lng: -117.230000), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 2,190 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: MAR VISTA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 0402, Location: 11-SD-078-9.08-VSTA (Lat: 33.166667, Lng: -117.213333), Route carried "on" structure: State highway 78, Year Built: 1994, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 127,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), Design Load: HS 20+Mod, Features Intersected: SYCAMORE AVE Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 9.080, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 34.5m (113.2ft), Out-to-Out Width: 35.8m (117.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 0515, Location: 11-SD-078-6.15-VSTA (Lat: 33.195000, Lng: -117.250000), Route carried "on" structure: State highway 78, Year Built: 1962, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 127,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), Design Load: HS 20, Features Intersected: BUENA VISTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.150, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.9m (111.2ft), Out-to-Out Width: 33.9m (111.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $40,000 Find on map >>
Structure Number: 57 0515K, Location: 11-SD-078-6.14-VSTA (Lat: 33.195000, Lng: -117.250000), Route carried "on" structure: Ramp State highway 78, Year Built: 1999, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 8,900 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 13,807 (year 2029), Design Load: HS 20+Mod, Features Intersected: BUENA VISTA CR ON-RAMP Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 6.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57 0515S, Location: 11-SD-078-6.12-VSTA (Lat: 33.195000, Lng: -117.250000), Route carried "on" structure: Ramp State highway 78, Year Built: 1999, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 7,900 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 12,880 (year 2029), Design Load: HS 20+Mod, Features Intersected: BUENA VISTA CREEK OFF-RA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Other Find on map >>
Structure Number: 57 0516, Location: 11-SD-078-9.07-VSTA (Lat: 33.168333, Lng: -117.215000), Route carried "on" structure: State highway 78, Year Built: 1962, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 127,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), Design Load: HS 20, Features Intersected: BUENA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.070, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.0m (154.2ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 47.0m (154.2ft), Out-to-Out Width: 47.0m (154.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $2,000, Total Project Cost: $28,000 Find on map >>
Structure Number: 57 0768, Location: 11-SD-078-4.38-VSTA (Lat: 33.188333, Lng: -117.278333), Route carried "on" structure: City street S367, Year Built: 1971, Year Reconstructed: 1992, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 13,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: EMERALD DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.9 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57 103, Location: 11-SD-078-R6.19-VSTA (Lat: 33.195000, Lng: -117.250000), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 32,100 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 47,146 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: VISTA VILLAGE DR Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57C0702, Location: At Lado De Loma Drive (Lat: 33.196667, Lng: -117.246667), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 3,695 (year 2029), Design Load: HS 20+Mod, Features Intersected: BUENA VISTA CREEK CHAN, Facility Carried by Structure: VISTA VILLAGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 54.6m (179.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57C0703, Location: 0.4 mi E/O Emerald Drive (Lat: 33.188333, Lng: -117.271667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,509 (year 2029), Design Load: HS 20+Mod, Features Intersected: BUENA VISTA CREEK CHAN, Facility Carried by Structure: HACIENDA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 35 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57C0704L, Location: 0.5 MI S/O SHADOWRIDGE DR (Lat: 33.154083, Lng: -117.240750), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,249 (year 2029), Design Load: HS 20+Mod, Features Intersected: AGUA HEDIONDA CREEK, Facility Carried by Structure: SOUTH MELROSE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57C0704R, Location: 0.5 MI S/O SHADOWRIDGE DR (Lat: 33.155000, Lng: -117.240000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,249 (year 2029), Design Load: HS 20+Mod, Features Intersected: AGUA HEDIONDA CREEK, Facility Carried by Structure: SOUTH MELROSE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 57 0398, Location: 11-SD-078-5.94-VSTA (Lat: 33.195000, Lng: -117.253333), Route carried "under" structure: City street S368, Year Built: 1992, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 24,047 (year 1999), Truck Traffic: 6%, Features Intersected: MELROSE DR, Facility Carried by Structure: STATE ROUTE 78 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 57 04, Location: 11-SD-078-6.94-VSTA (Lat: 33.188333, Lng: -117.238333), Route carried "under" structure: State highway 78, Year Built: 1962, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 127,000 (year 1998), Truck Traffic: 5%, Features Intersected: ROUTE 78, Facility Carried by Structure: SUNSET DRIVE Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.694, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 57 0401, Location: 11-SD-078-7.71-VSTA (Lat: 33.181667, Lng: -117.230000), Route carried "under" structure: State highway 78, Year Built: 1962, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 127,000 (year 1998), Truck Traffic: 5%, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: MAR VISTA DRIVE Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.771, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 57 0402, Location: 11-SD-078-9.08-VSTA (Lat: 33.166667, Lng: -117.213333), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 31,100 (year 2000), Truck Traffic: 1%, Features Intersected: SYCAMORE AVE, Facility Carried by Structure: STATE ROUTE 78 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.908, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 57 0768, Location: 11-SD-078-4.38-VSTA (Lat: 33.188333, Lng: -117.278333), Route carried "under" structure: State highway 78, Year Built: 1971, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 126,000 (year 1998), Truck Traffic: 5%, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: EMERALD DR Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.438, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 57 103, Location: 11-SD-078-R6.19-VSTA (Lat: 33.195000, Lng: -117.250000), Route carried "under" structure: State highway 78, Year Built: 1999, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 127,000 (year 1998), Truck Traffic: 5%, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: VISTA VILLAGE DR Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.619, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Discuss this city on our hugely popular California forum Back to: Vista, CA, California, All US cities.
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