Bridge Statistics for Pleasanton, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 33 0012,  Location: 04-ALA-580-13.82 (Lat: 37.700997,  Lng: -121.796544),  Route carried "on" structure: Interstate 580,  Year Built: 1972,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 208,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 297,391 (year 2042),  Design Load: HS 20,  Features Intersected: ARROYO LAS POSITAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.820,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.4m (178.5ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 54.4m (178.5ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0014,  Location: 04-ALA-580-17.57-PLE (Lat: 37.701633,  Lng: -121.865097),  Route carried "on" structure: Interstate 580,  Year Built: 1970,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 221,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 301,986 (year 2040),  Features Intersected: RANCHO DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.570,  Lanes on structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.1m (220.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 67.1m (220.1ft),  Out-to-Out Width: 92.9m (304.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to 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: Febuary 2022

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Structure Number: 33 0015L,  Location: 04-ALA-580-18.32-PLE (Lat: 37.701478,  Lng: -121.878889),  Route carried "on" structure: Interstate 580,  Year Built: 1966,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 102,500 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 150,993 (year 2040),  Design Load: HS 20,  Features Intersected: TASSAJARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.320,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State 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: 9.8m (32.2ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0015R,  Location: 04-ALA-580-18.32-PLE (Lat: 37.701764,  Lng: -121.878833),  Route carried "on" structure: Interstate 580,  Year Built: 1966,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 102,500 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 150,993 (year 2040),  Design Load: HS 20,  Features Intersected: TASSAJARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.320,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.1m (95.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0015Y,  Location: 04-ALA-580-18.32-PLE (Lat: 37.701908,  Lng: -121.878803),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2 (year 2017),  Average Future Daily Traffic: 3 (year 2042),  Design Load: HS 20,  Features Intersected: TASSAJARA CREEK,  Facility Carried by Structure: NONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.320,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0016G,  Location: 04-ALA-580-20.56-PLE (Lat: 37.701961,  Lng: -121.919683),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 42,200 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 43,039 (year 2042),  Design Load: HS 20,  Features Intersected: ALAMO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0016L,  Location: 04-ALA-580-20.56-PLE (Lat: 37.701542,  Lng: -121.919650),  Route carried "on" structure: Interstate 580,  Year Built: 1952,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 102,900 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 150,471 (year 2040),  Design Load: HS 20,  Features Intersected: ALAMO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.560,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0016R,  Location: 04-ALA-580-20.56-PLE (Lat: 37.701828,  Lng: -121.919736),  Route carried "on" structure: Interstate 580,  Year Built: 1952,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 102,900 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 150,471 (year 2040),  Design Load: HS 20,  Features Intersected: ALAMO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.560,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33 0150R,  Location: 04-ALA-580-19.35-PLE (Lat: 37.702006,  Lng: -121.898375),  Route carried "on" structure: Interstate 580,  Year Built: 1994,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 127,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 150,993 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEMARCUS BLVD (BARTD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.350,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0371,  Location: 04-ALA-680-R20.03-PLE (Lat: 37.700642,  Lng: -121.922308),  Route carried "on" structure: Interstate 680,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 146,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 213,855 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.030,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.7m (169.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 51.7m (169.6ft),  Out-to-Out Width: 53.2m (174.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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 0371G,  Location: 04-ALA-680-R20.03-PLE (Lat: 37.701094,  Lng: -121.922419),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 1965,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 22,700 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,535 (year 2042),  Design Load: HS 20,  Features Intersected: E580-N680,580,N680-W580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.030,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Steel,  Design/Construction: Orthotropic,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.91m (32.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0381,  Location: 04-ALA-680-R15.98-PLE (Lat: 37.648078,  Lng: -121.892214),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 122,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 193,388 (year 2040),  Design Load: HS 20,  Features Intersected: LAGUNA CREEK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.980,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.2m (125.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 39.4m (129.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0382,  Location: 04-ALA-680-R17.19-PLE (Lat: 37.661667,  Lng: -121.906161),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 146,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 213,855 (year 2040),  Design Load: HS 20,  Features Intersected: ARROYO DE LA LAGUNA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.190,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.3m (125.7ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0383,  Location: 04-ALA-680-R16.75 (Lat: 37.656628,  Lng: -121.901097),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 136,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 194,850 (year 2040),  Design Load: HS 20,  Features Intersected: BERNAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.750,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Poor,  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 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0383K,  Location: 04-ALA-680-R16.75-PLE (Lat: 37.656431,  Lng: -121.901614),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 1967,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 1,950 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,137 (year 2042),  Design Load: HS 20,  Features Intersected: BERNAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.750,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0385,  Location: 04-ALA-680-R15.04-PLE (Lat: 37.636561,  Lng: -121.884064),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 124,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 194,850 (year 2040),  Design Load: HS 20,  Features Intersected: HAPPY VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.040,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.9m (124.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Poor,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,065,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $3,469,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0387,  Location: 04-ALA-680-R15.26-PLE (Lat: 37.639778,  Lng: -121.884297),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 122,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 193,388 (year 2040),  Design Load: HS 20,  Features Intersected: PLEASANTON-SUNOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.260,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.0m (124.7ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.2m (128.6ft)

Condition: Deck: Poor,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,078,000,  Roadway Improvement Cost: $415,000,  Total Project Cost: $3,491,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0387K,  Location: 04-ALA-680-R15.26-PLE (Lat: 37.639567,  Lng: -121.884683),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 1967,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 3,550 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,256 (year 2038),  Design Load: HS 20,  Features Intersected: PLEASANTON-SUNOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.260,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0388,  Location: 04-ALA-680-R15.62-PLE (Lat: 37.644158,  Lng: -121.888111),  Route carried "on" structure: Interstate 680,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 122,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 193,388 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED UP RR R/W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.620,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.2m (128.6ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Poor,  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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,254,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $3,786,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0474,  Location: 04-ALA-580-19.72-PLE (Lat: 37.701919,  Lng: -121.903414),  Route carried "on" structure: Interstate 580,  Year Built: 1994,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 254,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 300,941 (year 2040),  Features Intersected: CHABOT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.720,  Lanes on structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 33 0507,  Location: 04-ALA-680-R19.30-PLE (Lat: 37.690403,  Lng: -121.918956),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 27,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,419 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 680, SO SAN RAMON CRK,  Facility Carried by Structure: STONERIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.7m (130.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Underclear: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0516,  Location: 04-ALA-680-R18.40-PLE (Lat: 37.677792,  Lng: -121.914028),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,361 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 680, SO SAN RAMON CRK,  Facility Carried by Structure: W LAS POSITAS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Superior 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: 33 0551,  Location: 04-ALA-580-19.86-PLE (Lat: 37.701283,  Lng: -121.906383),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 6,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,035 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: HOPYARD DOUGHERTY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 32.1m (105.3ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 74.4m (244.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 37.0m (121.4ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0580S,  Location: 04-ALA-680-R19.07-PLE (Lat: 37.688558,  Lng: -121.917225),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 1991,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 2,300 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,154 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH SAN RAMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.070,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 27.1m (88.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum 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: 33 0581S,  Location: 04-ALA-680-R19.18-PLE (Lat: 37.689475,  Lng: -121.917114),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 1991,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 2,200 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,154 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH SAN RAMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.180,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 20.4m (66.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very 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: Somewhat better than minimum adequacy,  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: 33 0582S,  Location: 04-ALA-680-R19.32-PLE (Lat: 37.690658,  Lng: -121.917572),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 1991,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,300 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,256 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH SAN RAMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.320,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  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: 25.6m (84.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0584,  Location: 04-ALA-580-18.82-PLE (Lat: 37.701136,  Lng: -121.887886),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 8,800 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,630 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: HACIENDA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0585,  Location: 04-ALA-580-17.96-PLE (Lat: 37.701022,  Lng: -121.871875),  Route carried "on" structure: City street ,  Year Built: 1993,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 32,200 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 93,429 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: SANTA RITA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  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: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 35.1m (115.2ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0623S,  Location: 04-ALA-080-2.30-OAK (Lat: 37.825506,  Lng: -122.307619),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1995,  Status: Open,  Structure Length: 122.80m (402.89ft),  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,354 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: EB I-80,WB I-80,SB I-880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.300,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 19,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0628F,  Location: 04-ALA-680-R20.72-PLE (Lat: 37.701603,  Lng: -121.917150),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 2001,  Status: Open,  Structure Length: 134.00m (439.63ft),  Average Daily Traffic: 125,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 210,237 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-680, I-580, DUBLIN BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.720,  Lanes on structure: 2,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 88.4m (290.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

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: High priority of corrective action,  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 0642K,  Location: 04-ALA-580-20.56-PLE (Lat: 37.701350,  Lng: -121.919364),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 2002,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,310 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: ALAMO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.560,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0643G,  Location: 04-ALA-680-R20.01-PLE (Lat: 37.700553,  Lng: -121.920650),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 2001,  Status: Open,  Structure Length: 55.38m (181.69ft),  Average Daily Traffic: 158,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 210,237 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E580&S680 OFF, SAN RAMON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Superior to present desirable criteria,  Underclear: Equal 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: 33 0644F,  Location: 04-ALA-680-R20.22-PLE (Lat: 37.702786,  Lng: -121.924019),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 2001,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 80,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 89,350 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST PATRICK-S680 ON RAMP
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 20.220,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Superior to present desirable criteria,  Underclear: Superior 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: 33 0722,  Location: 04-ALA-580-13.22 (Lat: 37.699258,  Lng: -121.785189),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 20.20m (66.27ft),  Average Daily Traffic: 138,200 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 345,634 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-580,ARROYO LAS POSITAS,  Facility Carried by Structure: PORTOLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 47.0m (154.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0025,  Location: 0.1 MI E/O FOOTHILL RD (Lat: 37.637447,  Lng: -121.890739),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 5,200 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,989 (year 2041),  Features Intersected: ARROYO DE LA LAGUNA,  Facility Carried by Structure: CASTLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0058,  Location: SOUTH DEL VALLE PKWY (Lat: 37.664667,  Lng: -121.873914),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 15,700 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,173 (year 2041),  Design Load: H 20,  Features Intersected: ARROYO DEL VALLE,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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 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: 33C0093,  Location: NEAR AMADOR ST (Lat: 37.659194,  Lng: -122.094000),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 29.97m (98.33ft),  Average Daily Traffic: 23,732 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,302 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR, BNSF RY, AMTRAK,  Facility Carried by Structure: WINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.8m (140.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0099,  Location: 0.4 MI S/O TASSAJARA RD (Lat: 37.688878,  Lng: -121.877836),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,900 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,098 (year 2041),  Features Intersected: ARROYO MOCHO,  Facility Carried by Structure: SANTA RITA RD
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: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0101L,  Location: 1.5 MI S/O SR 580 (Lat: 37.680122,  Lng: -121.903472),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 37,800 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,301 (year 2041),  Design Load: HS 20,  Features Intersected: ARROYO MOCHO,  Facility Carried by Structure: HOPYARD ROAD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0101R,  Location: 1.5 MI SOUTH OF SR 580 (Lat: 37.680203,  Lng: -121.903233),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 37,800 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,630 (year 2041),  Design Load: HS 20,  Features Intersected: ARROYO MOCHO,  Facility Carried by Structure: HOPYARD ROAD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place