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

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Structure Number: 28 0283L,  Location: 04-CC-024-R0.28 (Lat: 37.861122,  Lng: -122.209681),  Route carried "on" structure: ServiceOther road ,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5 (year 2039),  Design Load: HS 20,  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: EAST PORTAL BLDG
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: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0041,  Location: 04-ALA-880-28.24-OAK (Lat: 37.773172,  Lng: -122.227425),  Route carried "on" structure: Interstate 880,  Year Built: 1947,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 42.98m (141.01ft),  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 300,358 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR SPUR,FRUITVALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.240,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  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: 31.0m (101.7ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.827003,  Lng: -122.284458),  Route carried "on" structure: Interstate 580,  Year Built: 1955,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 121.80m (399.61ft),  Average Daily Traffic: 57,200 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,000 (year 2038),  Design Load: HS 20,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 46.500,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 55,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "on" structure: Interstate 580,  Year Built: 1935,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 112.41m (368.80ft),  Average Daily Traffic: 73,800 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,000 (year 2038),  Design Load: H 15,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 46.500,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 51,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33 0082,  Location: 04-ALA-112-R0.06-SLN (Lat: 37.716486,  Lng: -122.185903),  Route carried "on" structure: State highway 112,  Year Built: 1982,  Status: Open,  Structure Length: 40.39m (132.51ft),  Average Daily Traffic: 41,250 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,700 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: UP RR, CARDEN & BEECHER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 18,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0088L,  Location: 04-ALA-880-25.50-OAK (Lat: 37.739969,  Lng: -122.196458),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 19,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,862 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 20.3m (66.6ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0088R,  Location: 04-ALA-880-25.49-OAK (Lat: 37.739722,  Lng: -122.196217),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 19,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 62,862 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 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: 8.1 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: High priority of corrective action,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0105L,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793714,  Lng: -122.181875),  Route carried "on" structure: State highway 13,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 70,095 (year 2043),  Design Load: HS 20,  Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.010,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.6 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: 34.3 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0105R,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793894,  Lng: -122.181700),  Route carried "on" structure: State highway 13,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 70,095 (year 2043),  Design Load: HS 20,  Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.010,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.6 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: 34.3 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0109,  Location: 04-ALA-185-8.64-OAK (Lat: 37.757797,  Lng: -122.183839),  Route carried "on" structure: State highway 185,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,800 (year 2037),  Features Intersected: ARROYO VIEJO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.640,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 28.5m (93.5ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0113,  Location: 04-ALA-880-25.97-OAK (Lat: 37.746464,  Lng: -122.201206),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 199,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 289,056 (year 2038),  Design Load: HS 20,  Features Intersected: ELMHURST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.970,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 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: 28.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0131,  Location: 04-ALA-580-43.48-OAK (Lat: 37.809817,  Lng: -122.245992),  Route carried "on" structure: Interstate 580,  Year Built: 1962,  Status: Open,  Structure Length: 25.54m (83.79ft),  Average Daily Traffic: 183,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 307,070 (year 2038),  Design Load: HS 20,  Features Intersected: LAKESHORE BL & GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.480,  Lanes on structure: 8,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.54m (83.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $11,045,000,  Roadway Improvement Cost: $2,209,000,  Total Project Cost: $18,555,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0132Y,  Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225,  Lng: -122.240369),  Route carried "on" structure: State highway 24,  Year Built: 1934,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 1,050 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,430 (year 2044),  Design Load: H 15,  Features Intersected: GOLDEN GATE AVE,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.430,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0134J,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819378,  Lng: -122.270278),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,753 (year 2037),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0134T,  Location: 04-ALA-980-1.68-OAK (Lat: 37.819183,  Lng: -122.269031),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,600 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,835 (year 2037),  Design Load: HS 20,  Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0137,  Location: 04-ALA-880-29.69-OAK (Lat: 37.784753,  Lng: -122.243100),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 34.70m (113.85ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,285 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 880,E 12TH ST,BARTD,RR,  Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.9m (39.0ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0142,  Location: 04-ALA-880-26.53-OAK (Lat: 37.753083,  Lng: -122.207081),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 293,905 (year 2043),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.530,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0142K,  Location: 04-ALA-880-26.53-OAK (Lat: 37.752953,  Lng: -122.207544),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1948,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,358 (year 2043),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.530,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  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: 28.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0142S,  Location: 04-ALA-880-26.53-OAK (Lat: 37.753208,  Lng: -122.206800),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1968,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 1,250 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,236 (year 2043),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.530,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0143,  Location: 04-ALA-880-27.23-OAK (Lat: 37.761419,  Lng: -122.214347),  Route carried "on" structure: Interstate 880,  Year Built: 1948,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 221,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 297,444 (year 2043),  Design Load: HS 20,  Features Intersected: EAST CREEK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.230,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0147,  Location: 04-ALA-013-5.39-OAK (Lat: 37.798506,  Lng: -122.185642),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,914 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0150L,  Location: 04-ALA-580-19.35-PLE (Lat: 37.701544,  Lng: -121.897736),  Route carried "on" structure: Interstate 580,  Year Built: 1994,  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: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  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: 31.7m (104.0ft),  Out-to-Out Width: 32.8m (107.6ft)

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

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Structure Number: 33 0159,  Location: 04-ALA-013-7.40-OAK (Lat: 37.821475,  Lng: -122.207303),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 22,979 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,269 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 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: 37.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0162,  Location: 04-ALA-013-9.07-OAK (Lat: 37.841425,  Lng: -122.224400),  Route carried "on" structure: State highway 13,  Year Built: 1951,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 136,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 202,827 (year 2043),  Design Load: HS 20,  Features Intersected: BROADWAY TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.070,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 26.2 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: 20.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0164K,  Location: 04-ALA-013-R9.16-OAK (Lat: 37.842514,  Lng: -122.225853),  Route carried "on" structure: Ramp State highway 13,  Year Built: 1951,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,456 (year 2043),  Features Intersected: LAKE TEMESCAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.160,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: 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: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 33 018,  Location: 04-ALA-880-19.27 (Lat: 37.676411,  Lng: -122.117733),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 999 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,048 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HACIENDA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.2m (46.6ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0190F,  Location: 04-ALA-080-4.45-EMV (Lat: 37.847092,  Lng: -122.298708),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1954,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 7,600 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,365 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.450,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.8m (68.2ft),  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: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.2 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: 40.2 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0198,  Location: 04-ALA-880-31.07-OAK (Lat: 37.795211,  Lng: -122.266161),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 29.11m (95.51ft),  Average Daily Traffic: 203,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 251,651 (year 2043),  Design Load: HS 20,  Features Intersected: JACKSON, MADISON, OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.070,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.4m (132.5ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 29.11m (95.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "on" structure: Interstate 880,  Year Built: 1953,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 127.36m (417.85ft),  Average Daily Traffic: 203,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 250,815 (year 2038),  Design Load: HS 20,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 31.360,  Lanes on structure: 8,  Lanes under structure: 40,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 54,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0221,  Location: 04-ALA-238-15.67 (Lat: 37.689644,  Lng: -122.118794),  Route carried "on" structure: State highway 238,  Year Built: 1956,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 121,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 226,593 (year 2042),  Design Load: HS 20,  Features Intersected: ASHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.670,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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 0227K,  Location: 04-ALA-013-8.32-OAK (Lat: 37.832969,  Lng: -122.217897),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,495 (year 2037),  Design Load: H 20,  Features Intersected: S13-MORAGA AV OFF RAMP,  Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 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: 38.6 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0227L,  Location: 04-ALA-013-8.28-OAK (Lat: 37.832144,  Lng: -122.216547),  Route carried "on" structure: State highway 13,  Year Built: 1964,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 57,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 85,009 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.280,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 41.8 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: 30.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $1,622,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0227R,  Location: 04-ALA-013-8.27-OAK (Lat: 37.831947,  Lng: -122.215986),  Route carried "on" structure: State highway 13,  Year Built: 1964,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 57,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 85,009 (year 2043),  Design Load: HS 20,  Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.270,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,060,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $1,780,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 024,  Location: 04-ALA-880-12.78 (Lat: 37.595506,  Lng: -122.058331),  Route carried "on" structure: Interstate 880,  Year Built: 1957,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 202,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 254,226 (year 2041),  Design Load: HS 20,  Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.780,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 55.3m (181.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0247,  Location: 04-ALA-013-6.47-OAK (Lat: 37.810444,  Lng: -122.197694),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,401 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 32.65m (107.12ft),  Average Daily Traffic: 99,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 315,259 (year 2038),  Design Load: HS 20,  Features Intersected: SAN PBLO, ADLN, MGNO,PER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.740,  Lanes on structure: 5,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 36.9m (121.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.65m (107.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,824,000,  Roadway Improvement Cost: $1,364,000,  Total Project Cost: $11,464,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0280R,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826811,  Lng: -122.278094),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 32.13m (105.41ft),  Average Daily Traffic: 99,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 315,259 (year 2038),  Design Load: HS 20,  Features Intersected: ADELINE, SAN PABLO,PERAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.740,  Lanes on structure: 4,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 36.9m (121.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0281R,  Location: 04-ALA-580-45.99-OAK (Lat: 37.827672,  Lng: -122.282478),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 99,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 315,259 (year 2038),  Design Load: HS 20,  Features Intersected: S580-N123 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.990,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0284,  Location: 04-ALA-077-0.29-OAK (Lat: 37.771350,  Lng: -122.218869),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,567 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 77,  Facility Carried by Structure: SAN LEANDRO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0285,  Location: 04-ALA-580-44.51-OAK (Lat: 37.821078,  Lng: -122.256756),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 32.50m (106.63ft),  Average Daily Traffic: 201,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 307,070 (year 2038),  Design Load: HS 20,  Features Intersected: PIEDMONT, BROADWAY, RICH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.510,  Lanes on structure: 9,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.50m (106.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $14,658,000,  Roadway Improvement Cost: $2,931,000,  Total Project Cost: $24,625,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place