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Bridge Statistics for Vacaville, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Vacaville, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 85 Total length: 375 meters (1,230ft) Total costs: $5,256,000 Total average daily traffic: 2,489,502 Total average daily truck traffic: 199,254 National Bridge Inventory (NBI) Registered Bridges for Vacaville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 23 001, Location: 04-SOL-080-R25.03-VAC (Lat: 38.345000, Lng: -122.000000), Route carried "on" structure: Interstate 80, Year Built: 1936, Year Reconstructed: 1963, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 154,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 275,221 (year 2029), Design Load: H 20, Features Intersected: ALAMO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.030, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 41.4m (135.8ft), Out-to-Out Width: 48.2m (158.1ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $770,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0011L, Location: 04-SOL-080-R28.57-VAC (Lat: 38.375000, Lng: -121.950000), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 49,250 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 98,198 (year 2029), Design Load: H 20, Features Intersected: HORSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.570, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.8m (91.2ft) Condition: Deck: Poor, Superstructure: 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0012L, Location: 04-SOL-080-31.12-VAC (Lat: 38.401389, Lng: -121.916667), Route carried "on" structure: Interstate 80, Year Built: 1971, Year Reconstructed: 2000, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 49,250 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 98,198 (year 2029), Design Load: H 20, Features Intersected: GIBSON CANYON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.120, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0012R, Location: 04-SOL-080-31.12-VAC (Lat: 38.401667, Lng: -121.916667), Route carried "on" structure: Interstate 80, Year Built: 1946, Year Reconstructed: 1971, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 49,250 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 98,198 (year 2029), Design Load: H 15, Features Intersected: GIBSON CANYON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.120, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0013, Location: 04-SOL-080-R25.31-VAC (Lat: 38.345000, Lng: -121.996667), Route carried "on" structure: City street Z276, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 34,454 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 45,900 (year 2025), Design Load: H 20, Features Intersected: INTERSTATE 80 & RAMP, Facility Carried by Structure: ALAMO DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0023L, Location: 04-SOL-080-R26-VAC (Lat: 38.351667, Lng: -121.985000), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: H 20, Features Intersected: DAVIS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 23 0023R, Location: 04-SOL-080-R26-VAC (Lat: 38.351667, Lng: -121.985000), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: H 20, Features Intersected: DAVIS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,074,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,610,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0028, Location: 04-SOL-505-R2.7-VAC (Lat: 38.411944, Lng: -121.945000), Route carried "on" structure: Interstate 505, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 19,600 (year 1997), Truck Traffic: 17%, Average Future Daily Traffic: 45,889 (year 2029), Design Load: HS 20, Features Intersected: GIBSON CANYON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.700, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 39.0m (128.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2008 Find on map >>
Structure Number: 23 0036L, Location: 04-SOL-080-R28.32-VAC (Lat: 38.373333, Lng: -121.953333), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: HS 20, Features Intersected: PINE TREE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.320, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0051L, Location: 04-SOL-080-R26.46-VAC (Lat: 38.355000, Lng: -121.976667), Route carried "on" structure: Interstate 80, Year Built: 1952, Year Reconstructed: 1963, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: H 20, Features Intersected: MASON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.460, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0051R, Location: 04-SOL-080-R26.46-VAC (Lat: 38.355000, Lng: -121.976667), Route carried "on" structure: Interstate 80, Year Built: 1952, Year Reconstructed: 1963, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: H 20, Features Intersected: MASON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.460, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,117,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0052L, Location: 04-SOL-080-R26.61-VAC (Lat: 38.356667, Lng: -121.975000), Route carried "on" structure: Interstate 80, Year Built: 1952, Year Reconstructed: 1963, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: H 20, Features Intersected: ULATIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.610, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Serious, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0052R, Location: 04-SOL-080-R26.61-VAC (Lat: 38.356667, Lng: -121.975000), Route carried "on" structure: Interstate 80, Year Built: 1952, Year Reconstructed: 1963, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 63,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 137,610 (year 2029), Design Load: H 20, Features Intersected: ULATIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.610, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Serious, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23 0073R, Location: 04-SOL-080-29.25-VAC (Lat: 38.381667, Lng: -121.940000), Route carried "on" structure: Interstate 80, Year Built: 1946, Year Reconstructed: 1992, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 49,250 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 98,198 (year 2029), Design Load: H 15, Features Intersected: HORSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Poor, Superstructure: 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0077L, Location: 04-SOL-505-R.21-VAC (Lat: 38.376111, Lng: -121.954333), Route carried "on" structure: Interstate 505, Year Built: 1946, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 13,807 (year 2029), Design Load: HS 20, Features Intersected: HORSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.210, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 39.0 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: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0077R, Location: 04-SOL-505-R.21-VAC (Lat: 38.376111, Lng: -121.953333), Route carried "on" structure: Interstate 505, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 13,807 (year 2029), Design Load: HS 20, Features Intersected: HORSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.210, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0104G, Location: 04-SOL-080-R28.36-VAC (Lat: 38.373333, Lng: -121.951667), Route carried "on" structure: Ramp Interstate 80, Year Built: 1963, Status: Open, Structure Length: 13.83m (45.37ft), Average Daily Traffic: 14,100 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 36,064 (year 2029), Design Load: H 20, Features Intersected: INTERSTATE 80 & RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.360, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0107, Location: 04-SOL-080-23.96-VAC (Lat: 38.335000, Lng: -122.016667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 2,500 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 3,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: PENA ADOBE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), 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: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 66.1 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0145, Location: 04-SOL-080-R28.01-VAC (Lat: 38.370000, Lng: -121.956667), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 2006, Status: Open, Structure Length: 9.95m (32.64ft), Average Daily Traffic: 16,113 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 22,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: I 80,CONNECTORS,FRONTAGE, Facility Carried by Structure: NUT TREE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 31.3m (102.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0146F, Location: 04-SOL-505-R.01-VAC (Lat: 38.371944, Lng: -121.956111), Route carried "on" structure: Ramp Interstate 505, Year Built: 1963, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,100 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,245 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0147, Location: 04-SOL-080-31.36-VAC (Lat: 38.405000, Lng: -121.911667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 250 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 524 (year 2029), Design Load: H 20, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: MERIDIAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), 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: Good, Operating Rating: 65.1 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: Equal to present minimum 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: 23 0149, Location: 04-SOL-080-30-VAC (Lat: 38.388333, Lng: -121.933333), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 16,674 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 23,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: LEISURE TOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 29 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 31.3m (102.7ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23 0168L, Location: 04-SOL-505-R3.06-VAC (Lat: 38.416667, Lng: -121.941667), Route carried "on" structure: Interstate 505, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,250 (year 1997), Truck Traffic: 15%, Average Future Daily Traffic: 26,925 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $421,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0168R, Location: 04-SOL-505-R3.06-VAC (Lat: 38.416667, Lng: -121.941667), Route carried "on" structure: Interstate 505, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,250 (year 1997), Truck Traffic: 15%, Average Future Daily Traffic: 26,925 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0172, Location: 04-SOL-505-R1.45-VAC (Lat: 38.395000, Lng: -121.948333), Route carried "on" structure: County highway Z289, Year Built: 1974, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,530 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 7,261 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 505, Facility Carried by Structure: VACA VALLEY PKWY 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: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23 0195, Location: 04-SOL-080-41.3-VAC (Lat: 38.505000, Lng: -121.785000), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 740 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: KIDWELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Underclear: Equal to present minimum 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: 23 0213, Location: 04-SOL-080-R27.2-VAC (Lat: 38.363333, Lng: -121.965000), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 17,400 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 20,608 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80 & RAMPS, Facility Carried by Structure: ALLISON DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 35.0m (114.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.0m (160.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 34.0m (111.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 23C0011, Location: 0.1 MI E OF ALAMO AVE (Lat: 38.355833, Lng: -122.006944), Route carried "on" structure: City street Z282, Year Built: 1947, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,437 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: H 20, Features Intersected: ALAMO CREEK, Facility Carried by Structure: BUCK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C004, Location: 0.4 MI N OF ALAMO DR (Lat: 38.340833, Lng: -121.970000), Route carried "on" structure: City street J169, Year Built: 1935, Year Reconstructed: 1981, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20,039 (year 1993), Truck Traffic: 10%, Average Future Daily Traffic: 27,190 (year 2028), Design Load: HS 20, Features Intersected: ALAMO CREEK, Facility Carried by Structure: PEABODY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0042, Location: ADJ TO I-80 (Lat: 38.343889, Lng: -122.000833), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,652 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 2,500 (year 2025), Design Load: H 20, Features Intersected: ALAMO CREEK, Facility Carried by Structure: BUTCHER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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 or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0043, Location: NEAR JUNCT I-505 W I-80 (Lat: 38.373889, Lng: -121.955833), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2,365 (year 1993), Truck Traffic: 8%, Average Future Daily Traffic: 2,689 (year 2026), Design Load: H 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: E. MONTE VISTA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2004, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $9,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0057, Location: NEAR ALAMO DR & I-80 (Lat: 38.340000, Lng: -121.995833), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,130 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 5,135 (year 2028), Design Load: HS 20, Features Intersected: ALAMO CREEK, Facility Carried by Structure: MARSHALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0066, Location: 0.1 MI W GIBSON CANYON RD (Lat: 38.368889, Lng: -121.993889), Route carried "on" structure: City street Z286, Year Built: 1965, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 2,668 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 4,060 (year 2026), Design Load: HS 20, Features Intersected: ULATIS CREEK, Facility Carried by Structure: FRUITVALE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), 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: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0085, Location: NEAR LEISURE TOWN RD (Lat: 38.350833, Lng: -121.933889), Route carried "on" structure: City street Z281, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,986 (year 1993), Truck Traffic: 10%, Average Future Daily Traffic: 8,965 (year 2026), Design Load: HS 20, Features Intersected: ALAMO CREEK, Facility Carried by Structure: ELMIRA RD 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C01, Location: 0.4 MI N/W OF I-80 (Lat: 38.350000, Lng: -122.002778), Route carried "on" structure: City street Z276, Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 9,073 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 12,500 (year 2025), Features Intersected: ALAMO CREEK, Facility Carried by Structure: ALAMO DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0101, Location: JUST E ORCHARD AVE (Lat: 38.378889, Lng: -122.003889), Route carried "on" structure: City street Z287, Year Built: 1988, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,119 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 2,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: ULATIS CREEK, Facility Carried by Structure: FARREL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0135, Location: 0.3 MI S OF I-80 (Lat: 38.382778, Lng: -121.933889), Route carried "on" structure: City street Z303, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 11,436 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 15,700 (year 2025), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: LEISURE TOWN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 30.2m (99.1ft) 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0137, Location: 1.6 MI S OF I-80 (Lat: 38.365833, Lng: -121.933889), Route carried "on" structure: City street Z303, Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 11,436 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 15,700 (year 2025), Design Load: HS 20, Features Intersected: ULATIS CREEK, Facility Carried by Structure: LEISURE TOWN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 0.0m, Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0138, Location: 0.7 MI W OF I-505 (Lat: 38.396944, Lng: -121.961944), Route carried "on" structure: City street Z289, Year Built: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,650 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 8,279 (year 2026), Design Load: HS 20, Features Intersected: PUTAH SOUTH CANAL, Facility Carried by Structure: VACA VALLEY PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.3m (40.4ft) 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: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C014, Location: 0.5 KM E OF NUT TREE RD (Lat: 38.335833, Lng: -121.945000), Route carried "on" structure: City street Z276, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 8,149 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 12,699 (year 2028), Design Load: HS 20, Features Intersected: NEW ALAMO CREEK, Facility Carried by Structure: ALAMO DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.7m (77.8ft) 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0141, Location: 1.7 MI N OF ALAMO DR (Lat: 38.345000, Lng: -121.952778), Route carried "on" structure: City street Z300, Year Built: 1979, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 15,556 (year 1975), Truck Traffic: 8%, Average Future Daily Traffic: 8,760 (year 2028), Design Load: HS 20, Features Intersected: ALAMO CREEK, Facility Carried by Structure: NUT TREE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 23C0142, Location: 0.3 MI E OF NUT TREE RD (Lat: 38.345833, Lng: -121.957778), Route carried "on" structure: City street Z278, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,722 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 5,573 (year 2028), Features Intersected: PUTAH SOUTH CANAL, Facility Carried by Structure: MARSHALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0143, Location: 0.5 MI W OF NUT TREE RD (Lat: 38.335833, Lng: -121.961944), Route carried "on" structure: City street Z276, Year Built: 1950, Year Reconstructed: 1983, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 24,159 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 33,300 (year 2025), Features Intersected: PUTAH SOUTH CANAL, Facility Carried by Structure: ALAMO DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft) 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0144, Location: 350 M S MONTE VISTA AVE (Lat: 38.355833, Lng: -121.981944), Route carried "on" structure: City street Z297, Year Built: 1970, Year Reconstructed: 1995, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 20,481 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 26,456 (year 2028), Design Load: HS 20, Features Intersected: ULATIS CREEK, Facility Carried by Structure: DEPOT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 39.3m (128.9ft) Condition: Deck: Good, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 23C0145, Location: JUST N/E OF MAIN ST (Lat: 38.356944, Lng: -121.982778), Route carried "on" structure: City street Z296, Year Built: 1987, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,391 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 1,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: ULATIS CREEK, Facility Carried by Structure: MCCLELLAN ST 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, 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 48 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular California forum Back to: Vacaville, CA, California, All US cities.
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