Bridge Statistics for Dublin, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 194ft / 58.9mTotal length
- $2,000Total costs
- 665,090Total average daily traffic
- 65,446Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dublin
- No street view available for this location
- New bridges - historical statistics
- 51960-1969
- 21970-1979
- 21990-1999
- 82000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 80.0%Good
- 13.3%Fair
- Bridge Condition - Channel
- 75.0%Excellent
- 8.3%Very good
- 8.3%Good
- 8.3%Satisfactory
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Structure Number: 33 0192L, Location: 04-ALA-580-R23.86 (Lat: 37.698528, Lng: -121.979264), Route carried "on" structure: Interstate 580, Year Built: 1976, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 103,500 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 114,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCHAEFER RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.860, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0192L, Location: 04-ALA-580-R23.86 (Lat: 37.698528, Lng: -121.979264), Route carried "on" structure: Interstate 580, Year Built: 1976, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 103,500 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 114,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCHAEFER RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.860, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0192R, Location: 04-ALA-580-R23.86 (Lat: 37.698864, Lng: -121.979100), Route carried "on" structure: Interstate 580, Year Built: 1976, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 103,500 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 114,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCHAEFER RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.860, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0192R, Location: 04-ALA-580-R23.86 (Lat: 37.698864, Lng: -121.979100), Route carried "on" structure: Interstate 580, Year Built: 1976, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 103,500 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 114,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: SCHAEFER RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.860, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0356, Location: 04-ALA-680-R20.73 (Lat: 37.709497, Lng: -121.928283), Route carried "on" structure: Interstate 680, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 165,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 238,619 (year 2042), Design Load: HS 20, Features Intersected: AMADOR VALLEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.730, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 54.0m (177.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0356, Location: 04-ALA-680-R20.73 (Lat: 37.709497, Lng: -121.928283), Route carried "on" structure: Interstate 680, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 165,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 238,619 (year 2042), Design Load: HS 20, Features Intersected: AMADOR VALLEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.730, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 54.0m (177.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0373, Location: 04-ALA-680-R20.39 (Lat: 37.705425, Lng: -121.924728), Route carried "on" structure: Interstate 680, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 165,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 236,993 (year 2038), Design Load: HS 20+Mod, Features Intersected: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.390, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 65.7m (215.6ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 65.7m (215.6ft), Out-to-Out Width: 67.3m (220.8ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0373, Location: 04-ALA-680-R20.39 (Lat: 37.705425, Lng: -121.924728), Route carried "on" structure: Interstate 680, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 165,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 236,993 (year 2038), Design Load: HS 20+Mod, Features Intersected: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.390, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 65.7m (215.6ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 65.7m (215.6ft), Out-to-Out Width: 67.3m (220.8ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0645S, Location: 04-ALA-680-R20.32-DBLN (Lat: 37.704778, Lng: -121.923428), Route carried "on" structure: Ramp Interstate 680, Year Built: 2000, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 801 (year 2042), Design Load: HS 20+Mod, Features Intersected: BIG CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0645S, Location: 04-ALA-680-R20.32-DBLN (Lat: 37.704778, Lng: -121.923428), Route carried "on" structure: Ramp Interstate 680, Year Built: 2000, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 700 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 801 (year 2042), Design Load: HS 20+Mod, Features Intersected: BIG CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0043, Location: 0.1 MI E/O CLARK ST (Lat: 37.704922, Lng: -121.918689), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 29,440 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 28,655 (year 2043), Design Load: H 20, Features Intersected: ALAMO CANAL, Facility Carried by Structure: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.1m (108.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0043, Location: 0.1 MI E/O CLARK ST (Lat: 37.704922, Lng: -121.918689), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 29,440 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 28,655 (year 2043), Design Load: H 20, Features Intersected: ALAMO CANAL, Facility Carried by Structure: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.1m (108.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0422, Location: 0.2 N OF VINEYARD AVE (Lat: 37.664781, Lng: -121.867994), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 20,400 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 16,630 (year 2041), Design Load: HS 20+Mod, Features Intersected: ARROYO DEL VALLE, Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.8m (166.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0422, Location: 0.2 N OF VINEYARD AVE (Lat: 37.664781, Lng: -121.867994), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 20,400 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 16,630 (year 2041), Design Load: HS 20+Mod, Features Intersected: ARROYO DEL VALLE, Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.8m (166.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0428, Location: 1.4 MI NORTH OF DUBLIN BL (Lat: 37.725769, Lng: -121.871264), Route carried "on" structure: Business City street , Year Built: 2007, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 4,094 (year 2037), Design Load: HS 20, Features Intersected: KOBOLD CREEK, Facility Carried by Structure: TASSAJARA 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33C0428, Location: 1.4 MI NORTH OF DUBLIN BL (Lat: 37.725769, Lng: -121.871264), Route carried "on" structure: Business City street , Year Built: 2007, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 4,094 (year 2037), Design Load: HS 20, Features Intersected: KOBOLD CREEK, Facility Carried by Structure: TASSAJARA 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33C0429, Location: WEST OF CREEKVIEW DRIVE (Lat: 37.718631, Lng: -121.874583), Route carried "on" structure: Business City street , Year Built: 2005, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 154 (year 2037), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: MAYMONT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0429, Location: WEST OF CREEKVIEW DRIVE (Lat: 37.718631, Lng: -121.874583), Route carried "on" structure: Business City street , Year Built: 2005, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 154 (year 2037), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: MAYMONT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0431L, Location: WEST OF JOHN MONEGO CT (Lat: 37.705697, Lng: -121.878647), Route carried "on" structure: Business City street , Year Built: 1999, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 11,641 (year 2043), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: DUBLIN BLVD (WB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0431L, Location: WEST OF JOHN MONEGO CT (Lat: 37.705697, Lng: -121.878647), Route carried "on" structure: Business City street , Year Built: 1999, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 11,641 (year 2043), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: DUBLIN BLVD (WB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0431R, Location: WEST OF JOHN MONEGO CT (Lat: 37.705506, Lng: -121.878583), Route carried "on" structure: Business City street , Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 11,641 (year 2043), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: DUBLIN BLVD (EB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0431R, Location: WEST OF JOHN MONEGO CT (Lat: 37.705506, Lng: -121.878583), Route carried "on" structure: Business City street , Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 11,641 (year 2043), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: DUBLIN BLVD (EB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0432L, Location: EAST OF PERSIMMON DRIVE (Lat: 37.708681, Lng: -121.879850), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 716 (year 2037), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: CENTRAL PARKWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33C0432L, Location: EAST OF PERSIMMON DRIVE (Lat: 37.708681, Lng: -121.879850), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 716 (year 2037), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: CENTRAL PARKWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33C0432R, Location: EAST OF PERSIMMON DRIVE (Lat: 37.708525, Lng: -121.879839), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 716 (year 2037), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: CENTRAL PARKWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0432R, Location: EAST OF PERSIMMON DRIVE (Lat: 37.708525, Lng: -121.879839), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,500 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 716 (year 2037), Design Load: HS 20+Mod, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: CENTRAL PARKWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0433L, Location: WEST OF CREEKVIEW DRIVE (Lat: 37.712694, Lng: -121.878483), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 6,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 4,094 (year 2037), Design Load: HS 20, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: GLEASON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0433L, Location: WEST OF CREEKVIEW DRIVE (Lat: 37.712694, Lng: -121.878483), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 6,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 4,094 (year 2037), Design Load: HS 20, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: GLEASON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0433R, Location: WEST OF CREEKVIEW DRIVE (Lat: 37.712533, Lng: -121.878561), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 6,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 4,094 (year 2037), Design Load: HS 20, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: GLEASON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0433R, Location: WEST OF CREEKVIEW DRIVE (Lat: 37.712533, Lng: -121.878561), Route carried "on" structure: Business City street , Year Built: 2001, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 6,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 4,094 (year 2037), Design Load: HS 20, Features Intersected: TASSAJARA CREEK, Facility Carried by Structure: GLEASON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPARCPAR690BRD, Location: W OF HUTCHINS AVE (Lat: 37.715339, Lng: -121.898369), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2042), Features Intersected: DRAINAGE TO CHABOT CANAL, Facility Carried by Structure: PARKING LOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPARCPAR690BRD, Location: W OF HUTCHINS AVE (Lat: 37.715339, Lng: -121.898369), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2042), Features Intersected: DRAINAGE TO CHABOT CANAL, Facility Carried by Structure: PARKING LOT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: 33 0356, Location: 04-ALA-680-R20.73 (Lat: 37.709497, Lng: -121.928283), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Features Intersected: AMADOR VALLEY BLVD, Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 33 0356, Location: 04-ALA-680-R20.73 (Lat: 37.709497, Lng: -121.928283), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Features Intersected: AMADOR VALLEY BLVD, Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 33 0373, Location: 04-ALA-680-R20.39 (Lat: 37.705425, Lng: -121.924728), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2009), Truck Traffic: 2%, Features Intersected: DUBLIN BLVD, Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 33 0373, Location: 04-ALA-680-R20.39 (Lat: 37.705425, Lng: -121.924728), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2009), Truck Traffic: 2%, Features Intersected: DUBLIN BLVD, Facility Carried by Structure: INTERSTATE 680
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.8m (51.8ft)