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

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Structure Number: 33 0420R,  Location: 04-ALA-024-R4.44-OAK (Lat: 37.849664,  Lng: -122.240119),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 2%,  Features Intersected: GOLDEN GATE AVE,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 33 0421L,  Location: 04-ALA-980-1.40-OAK (Lat: 37.815342,  Lng: -122.271083),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 20.09m (65.91ft),  Average Daily Traffic: 57,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2033),  Design Load: HS 20,  Features Intersected: 27TH,NORTHGATE,SYCAMORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 241.0m (790.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0421L,  Location: 04-ALA-980-1.40-OAK (Lat: 37.815342,  Lng: -122.271083),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 27TH,NORTHGATE,SYCAMORE,  Facility Carried by Structure: INTERSTATE 980
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 33 0421R,  Location: 04-ALA-980-1.33-OAK (Lat: 37.814214,  Lng: -122.271186),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 31.42m (103.08ft),  Average Daily Traffic: 57,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2033),  Design Load: HS 20,  Features Intersected: 27TH,NORTHGATE,SYCAMORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.133,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 241.0m (790.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 314.20m (1030.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0421R,  Location: 04-ALA-980-1.33-OAK (Lat: 37.814214,  Lng: -122.271186),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 27TH,NORTHGATE,SYCAMORE,  Facility Carried by Structure: INTERSTATE 980
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 33 0434T,  Location: 04-ALA-880-26.54-OAK (Lat: 37.753383,  Lng: -122.206339),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1968,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 5,200 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,304 (year 2035),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.654,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.90m (176.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $939,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0435,  Location: 04-ALA-880-26.61-OAK (Lat: 37.753700,  Lng: -122.208411),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 15,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,526 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 880 & RAMPS,  Facility Carried by Structure: 66TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 73.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 90.80m (297.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $1,799,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $3,022,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0435,  Location: 04-ALA-880-26.61-OAK (Lat: 37.753700,  Lng: -122.208411),  Route carried "under" structure: Interstate 880,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880 & RAMPS,  Facility Carried by Structure: 66TH AVENUE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.661,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 33 0435,  Location: 04-ALA-880-26.61-OAK (Lat: 37.753700,  Lng: -122.208411),  Route carried "under" structure: Ramp Interstate 880,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2009),  Truck Traffic: 3%,  Features Intersected: INTERSTATE 880 & RAMPS,  Facility Carried by Structure: 66TH AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.661,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 33 044,  Location: 04-ALA-980-1.11-OAK (Lat: 37.811733,  Lng: -122.273900),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,944 (year 1998),  Truck Traffic: 5%,  Features Intersected: SAN PABLO, W GRAND, MLKJ,  Facility Carried by Structure: INTERSTATE RTE 980
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 33 044,  Location: 04-ALA-980-1.11-OAK (Lat: 37.811733,  Lng: -122.273900),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 22,323 (year 1998),  Truck Traffic: 5%,  Features Intersected: SAN PABLO, W GRAND, MLKJ,  Facility Carried by Structure: INTERSTATE RTE 980
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 33 044,  Location: 04-ALA-980-1.11-OAK (Lat: 37.811733,  Lng: -122.273900),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 1998),  Truck Traffic: 5%,  Features Intersected: SAN PABLO, W GRAND, MLKJ,  Facility Carried by Structure: INTERSTATE RTE 980
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 33 046,  Location: 04-ALA-980-0.90-OAK (Lat: 37.809608,  Lng: -122.276561),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,442 (year 2033),  Design Load: HS 20,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 046,  Location: 04-ALA-980-0.90-OAK (Lat: 37.809608,  Lng: -122.276561),  Route carried "under" structure: Interstate 980,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 18TH ST
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.009,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 33 0465L,  Location: 04-ALA-024-R4.38-OAK (Lat: 37.849200,  Lng: -122.241633),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 257,400 (year 2037),  Features Intersected: BARTD (@GOLDEN GATE AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.438,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 192.60m (631.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $4,477,000,  Roadway Improvement Cost: $895,000,  Total Project Cost: $7,521,000 ( Estimate for 2018)

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Structure Number: 33 0473,  Location: 04-ALA-580-19.62-PLE (Lat: 37.701983,  Lng: -121.901494),  Route carried "on" structure: Interstate 580,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 192,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 301,986 (year 2040),  Features Intersected: DOUGHERTY DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.962,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 475.0m (1,558.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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 2018

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Structure Number: 33 0476,  Location: 04-ALA-980-0.86-OAK (Lat: 37.809033,  Lng: -122.277017),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,502 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0476,  Location: 04-ALA-980-0.86-OAK (Lat: 37.809033,  Lng: -122.277017),  Route carried "under" structure: Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.086,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 33 0477K,  Location: 04-ALA-980-0.79-OAK (Lat: 37.807619,  Lng: -122.277875),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1981,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 5,900 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,265 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: W980-12TH ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0477K,  Location: 04-ALA-980-0.79-OAK (Lat: 37.807619,  Lng: -122.277875),  Route carried "under" structure: Ramp Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: W980-12TH ST OFF-RAMP
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 33 0478,  Location: 04-ALA-980-0.70-OAK (Lat: 37.807100,  Lng: -122.278628),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 8,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,459 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0478,  Location: 04-ALA-980-0.70-OAK (Lat: 37.807100,  Lng: -122.278628),  Route carried "under" structure: Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.007,  Lanes on structure: 5,  Lanes under structure: 13,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 33 0479S,  Location: 04-ALA-980-0.62-OAK (Lat: 37.805689,  Lng: -122.277906),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1981,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 13,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,679 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: E980-17TH ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.062,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 103.0m (337.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0479S,  Location: 04-ALA-980-0.62-OAK (Lat: 37.805689,  Lng: -122.277906),  Route carried "under" structure: Ramp Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2012),  Truck Traffic: 2%,  Features Intersected: E980-17TH ST OFF-RAMP
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.062,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 33 048,  Location: 04-ALA-980-0.60-OAK (Lat: 37.805642,  Lng: -122.279183),  Route carried "under" structure: Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 12 TH STREET
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.006,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 33 0481,  Location: 04-ALA-980-0.54-OAK (Lat: 37.804939,  Lng: -122.279556),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,370 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0481,  Location: 04-ALA-980-0.54-OAK (Lat: 37.804939,  Lng: -122.279556),  Route carried "under" structure: Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.054,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 33 0483F,  Location: 04-ALA-980-0.02-OAK (Lat: 37.798678,  Lng: -122.276097),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1985,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 55.11m (180.81ft),  Average Daily Traffic: 67,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 85,626 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: 5TH,I880,6TH,7TH,MLK,JEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 30,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0483F,  Location: 04-ALA-980-0.02-OAK (Lat: 37.798678,  Lng: -122.276097),  Route carried "under" structure: Interstate 880,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 121,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: 5TH,I880,6TH,7TH,MLK,JEF
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 3.186,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 33 0484G,  Location: 04-ALA-880-R31.82-OAK (Lat: 37.800222,  Lng: -122.278428),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1985,  Status: Open,  Structure Length: 28.83m (94.59ft),  Average Daily Traffic: 67,500 (year 1998),  Truck Traffic: 13%,  Average Future Daily Traffic: 153,473 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: 6TH,7TH,MLK,& CASTRO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.182,  Lanes on structure: 3,  Lanes under structure: 28,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 16.9m (55.4ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0485K,  Location: 04-ALA-980-0.01-OAK (Lat: 37.797167,  Lng: -122.270928),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1985,  Status: Open,  Structure Length: 51.24m (168.11ft),  Average Daily Traffic: 9,700 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,174 (year 2033),  Design Load: HS 20,  Features Intersected: WASH,BROAD,RT260,WEB,5TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 18,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0485K,  Location: 04-ALA-980-0.01-OAK (Lat: 37.797167,  Lng: -122.270928),  Route carried "under" structure: State highway 260,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 55,100 (year 2012),  Truck Traffic: 3%,  Features Intersected: WASH,BROAD,RT260,WEB,5TH,  Facility Carried by Structure: S980-JACKSON ST OF
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.191,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 33 0520L,  Location: 04-ALA-024-R5.85-OAK (Lat: 37.854997,  Lng: -122.219094),  Route carried "on" structure: ServiceCity street ,  Year Built: 1964,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 25 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 52 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 24 WB,  Facility Carried by Structure: SERVICE ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0520L,  Location: 04-ALA-024-R5.85-OAK (Lat: 37.854997,  Lng: -122.219094),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 155,000 (year 2009),  Features Intersected: STATE ROUTE 24 WB,  Facility Carried by Structure: SERVICE ACCESS RD
Minimum Vertical Clearance: 7.46m (24.48ft),  Kilometerpoint: 0.585,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 33 0521,  Location: 04-ALA-024-R5.97-OAK (Lat: 37.854717,  Lng: -122.217500),  Route carried "on" structure: ServiceCity street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 25 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 52 (year 2037),  Design Load: H 20,  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: SERVICE ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 6.9 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0521,  Location: 04-ALA-024-R5.97-OAK (Lat: 37.854717,  Lng: -122.217500),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 154,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: SERVICE ACCESS RD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.597,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 33 0522L,  Location: 04-ALA-024-R5.89-OAK (Lat: 37.854886,  Lng: -122.218242),  Route carried "on" structure: ServiceCity street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 25 (year 2010),  Average Future Daily Traffic: 52 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 24 WB,  Facility Carried by Structure: W PORTAL BLDG BRDG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $122,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0522L,  Location: 04-ALA-024-R5.89-OAK (Lat: 37.854886,  Lng: -122.218242),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 155,000 (year 2009),  Features Intersected: STATE ROUTE 24 WB,  Facility Carried by Structure: W PORTAL BLDG BRDG
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.589,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 1.1m (3.6ft)

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Structure Number: 33 0540G,  Location: 04-ALA-238-16.03-SLN (Lat: 37.691131,  Lng: -122.131567),  Route carried "on" structure: Ramp State highway 238,  Year Built: 1991,  Status: Open,  Structure Length: 116.68m (382.81ft),  Average Daily Traffic: 74,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 135,886 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 880,I 238,UP RR,AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.603,  Lanes on structure: 2,  Lanes under structure: 23,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 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 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0543L,  Location: 04-ALA-080-2.00-OAK (Lat: 37.824789,  Lng: -122.313933),  Route carried "on" structure: Interstate 80,  Year Built: 1949,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 133,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 148,469 (year 2035),  Design Load: H 20,  Features Intersected: UTILITY TUNNEL & PUC
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.002,  Lanes on structure: 17,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 100.60m (330.05ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 93.7m (307.4ft),  Out-to-Out Width: 93.7m (307.4ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33 0543R,  Location: 04-ALA-080-2.00-OAK (Lat: 37.824392,  Lng: -122.313872),  Route carried "on" structure: Interstate 80,  Year Built: 1939,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 133,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 148,469 (year 2035),  Design Load: H 20,  Features Intersected: UTILITY TUNNEL & PUC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 85.2m (279.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33 0601,  Location: 04-ALA-080-3.14-EMV (Lat: 37.827883,  Lng: -122.295711),  Route carried "on" structure: Interstate 80,  Year Built: 1998,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,503 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 26,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0606L,  Location: 04-ALA-013-R9.69-OAK (Lat: 37.849331,  Lng: -122.229536),  Route carried "on" structure: State highway 13,  Year Built: 1996,  Status: Open,  Structure Length: 9.71m (31.86ft),  Average Daily Traffic: 49,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,217 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: N13-W24 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.969,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.3m (4.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 1.3m (4.3ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0606L,  Location: 04-ALA-013-R9.69-OAK (Lat: 37.849331,  Lng: -122.229536),  Route carried "under" structure: Ramp State highway 13,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: N13-W24 CONNECTOR RAMP
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.969,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 33 0609L,  Location: 04-ALA-880-R33.50-OAK (Lat: 37.807700,  Lng: -122.304719),  Route carried "on" structure: Interstate 880,  Year Built: 1997,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 63,000 (year 2009),  Average Future Daily Traffic: 86,199 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.335,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.8m (71.5ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0609L,  Location: 04-ALA-880-R33.50-OAK (Lat: 37.807700,  Lng: -122.304719),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 876 (year 1999),  Truck Traffic: 25%,  Features Intersected: 7TH STREET,  Facility Carried by Structure: INTERSTATE 880 SB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 33 0609R,  Location: 04-ALA-880-R33.50-OAK (Lat: 37.807625,  Lng: -122.304367),  Route carried "on" structure: Interstate 880,  Year Built: 1997,  Status: Open,  Structure Length: 0.40m (1.31ft),  Average Daily Traffic: 63,000 (year 2009),  Average Future Daily Traffic: 86,199 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.335,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.8m (71.5ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0609R,  Location: 04-ALA-880-R33.50-OAK (Lat: 37.807625,  Lng: -122.304367),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 876 (year 1999),  Truck Traffic: 25%,  Features Intersected: 7TH STREET,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 33 0611L,  Location: 04-ALA-880-R34.50L-OAK (Lat: 37.815711,  Lng: -122.299453),  Route carried "on" structure: Interstate 880,  Year Built: 1998,  Status: Open,  Structure Length: 19.41m (63.68ft),  Average Daily Traffic: 54,500 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,313 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.345,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Length of Maximum Span: 71.9m (235.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0611L,  Location: 04-ALA-880-R34.50L-OAK (Lat: 37.815711,  Lng: -122.299453),  Route carried "under" structure: Ramp Interstate 880,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2000),  Truck Traffic: 10%,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.034,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

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Structure Number: 33 0611L,  Location: 04-ALA-880-R34.50L-OAK (Lat: 37.815711,  Lng: -122.299453),  Route carried "under" structure: Interstate 80,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 288,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 0.54m (1.77ft),  Kilometerpoint: 0.318,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

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Structure Number: 33 0611R,  Location: 04-ALA-880-R34.00R-OAK (Lat: 37.813950,  Lng: -122.300931),  Route carried "on" structure: Interstate 880,  Year Built: 1998,  Status: Open,  Structure Length: 24.94m (81.82ft),  Average Daily Traffic: 126,000 (year 2009),  Average Future Daily Traffic: 172,396 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.034,  Lanes on structure: 3,  Lanes under structure: 18,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 44,  Length of Maximum Span: 102.4m (336.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.94m (81.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $41,430,000,  Roadway Improvement Cost: $8,286,000,  Total Project Cost: $69,602,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0611R,  Location: 04-ALA-880-R34.00R-OAK (Lat: 37.813950,  Lng: -122.300931),  Route carried "under" structure: Ramp Interstate 880,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2000),  Truck Traffic: 15%,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.034,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 102.4m (336.0ft)

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Structure Number: 33 0611R,  Location: 04-ALA-880-R34.00R-OAK (Lat: 37.813950,  Lng: -122.300931),  Route carried "under" structure: Interstate 580,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 8.12m (26.64ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 102.4m (336.0ft)

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Structure Number: 33 0611R,  Location: 04-ALA-880-R34.00R-OAK (Lat: 37.813950,  Lng: -122.300931),  Route carried "under" structure: Interstate 80,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 288,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.321,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 102.4m (336.0ft)

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Structure Number: 33 0611R,  Location: 04-ALA-880-R34.00R-OAK (Lat: 37.813950,  Lng: -122.300931),  Route carried "under" structure: Interstate 580,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 165,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 8.83m (28.97ft),  Kilometerpoint: 0.468,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 102.4m (336.0ft)