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


  • National Bridge Inventory (NBI) Statistics
  • 469Number of bridges
  • 10,105ft / 3,080mTotal length
  • $437,142,000Total costs
  • 26,265,076Total average daily traffic
  • 972,515Total average daily truck traffic
  • 21,189,917Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oakland
  • No street view available for this location

New bridges in Oakland, CA - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21920-1929
  • 131930-1939
  • 151940-1949
  • 301950-1959
  • 1791960-1969
  • 1471970-1979
  • 181980-1989
  • 541990-1999
  • 12000-2009
  • 92010-2018
Reconstructed bridges in Oakland, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31950-1959
  • 61960-1969
  • 31970-1979
  • 11980-1989
  • 61990-1999
  • 22000-2009
  • 12010-2018
Average Bridge Daily Traffic in Oakland, CA
Average Bridge Truck Traffic in Oakland, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.8%Very good
  • 72.5%Good
  • 2.5%Satisfactory
  • 12.3%Fair
  • 2.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Very good
  • 68.3%Good
  • 2.4%Satisfactory
  • 19.5%Fair
  • 1.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.3%Very good
  • 82.0%Good
  • 8.8%Satisfactory
  • 1.0%Fair
  • 0.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Excellent
  • 31.3%Very good
  • 40.6%Good
  • 9.4%Satisfactory
  • 6.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 57.1%Good
  • 14.3%Satisfactory
  • 14.3%Poor
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Structure Number: 33 0611S,  Location: 04-ALA-880-R34.50R-OAK (Lat: 37.819883,  Lng: -122.293453),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1997,  Status: Open,  Structure Length: 26.48m (86.88ft),  Average Daily Traffic: 7,000 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,461 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UP RR,BNSF RY,AMTRAK,POR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.345,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 264.80m (868.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $2,224,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $3,736,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "on" structure: Interstate 80,  Year Built: 1995,  Status: Open,  Structure Length: 403.93m (1325.23ft),  Average Daily Traffic: 269,472 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 326,497 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SB 880, I 80, W GRAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.244,  Lanes on structure: 5,  Lanes under structure: 31,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 296.0m (971.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 67,  Number Of Approach Spans: 31,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 2.8m (9.2ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: March 2017,  Critical Feature Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Ramp Interstate 880,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: SB 880, I 80, W GRAND
Minimum Vertical Clearance: 0.67m (2.20ft),  Kilometerpoint: 0.223,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Interstate 80,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: SB 880, I 80, W GRAND
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 0.022,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Interstate 80,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: SB 880, I 80, W GRAND
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.022,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: SB 880, I 80, W GRAND
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.022,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: SB 880, I 80, W GRAND
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.022,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Business City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: SB 880, I 80, W GRAND,  Facility Carried by Structure: I 80-I 880 CONN
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0612E,  Location: 04-ALA-080-2.44-OAK (Lat: 37.825403,  Lng: -122.309275),  Route carried "under" structure: Business City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: SB 880, I 80, W GRAND,  Facility Carried by Structure: I 80-I 880 CONN
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.8m (25.6ft)

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Structure Number: 33 0613L,  Location: 04-ALA-080-2.39-OAK (Lat: 37.825733,  Lng: -122.308836),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1997,  Status: Open,  Structure Length: 44.55m (146.16ft),  Average Daily Traffic: 20,000 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,721 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RADIO STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.239,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 97.0m (318.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 11,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Superior to present desirable criteria,  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 0616L,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801200,  Lng: -122.282297),  Route carried "on" structure: Interstate 880,  Year Built: 1998,  Status: Open,  Structure Length: 113.84m (373.49ft),  Average Daily Traffic: 63,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 84,776 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: ADELINE, BARTD,UNION,5TH
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0616L,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801200,  Lng: -122.282297),  Route carried "under" structure: Ramp Interstate 880,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2000),  Truck Traffic: 6%,  Features Intersected: ADELINE, BARTD,UNION,5TH
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0616L,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801200,  Lng: -122.282297),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,895 (year 1999),  Truck Traffic: 9%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 SB
Minimum Vertical Clearance: 16.53m (54.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0616L,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801200,  Lng: -122.282297),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 22,900 (year 1999),  Truck Traffic: 6%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 SB
Minimum Vertical Clearance: 10.49m (34.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0616R,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801489,  Lng: -122.282106),  Route carried "on" structure: Interstate 880,  Year Built: 1998,  Status: Open,  Structure Length: 11.04m (36.22ft),  Average Daily Traffic: 63,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 84,776 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: ADELINE, BARTD,UNION,5TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Lanes under structure: 15,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 18.1m (59.4ft)

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: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0616R,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801489,  Lng: -122.282106),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2000),  Truck Traffic: 4%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 11.15m (36.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 33 0616R,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801489,  Lng: -122.282106),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,895 (year 1999),  Truck Traffic: 9%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 16.53m (54.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 33 0616R,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801489,  Lng: -122.282106),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 34,900 (year 1999),  Truck Traffic: 6%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 33 0616R,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801489,  Lng: -122.282106),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,540 (year 1999),  Truck Traffic: 6%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 33 0616R,  Location: 04-ALA-880-R32.20-OAK (Lat: 37.801489,  Lng: -122.282106),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 22,900 (year 2000),  Truck Traffic: 6%,  Features Intersected: ADELINE, BARTD,UNION,5TH,  Facility Carried by Structure: INTERSTATE 880 NB
Minimum Vertical Clearance: 0.85m (2.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 33 0623S,  Location: 04-ALA-080-2.30-OAK (Lat: 37.825506,  Lng: -122.307619),  Route carried "under" structure: Interstate 80,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2009),  Truck Traffic: 8%,  Features Intersected: EB I-80,WB I-80,SB I-880
Minimum Vertical Clearance: 0.06m (0.20ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 33 0623S,  Location: 04-ALA-080-2.30-OAK (Lat: 37.825506,  Lng: -122.307619),  Route carried "under" structure: Interstate 880,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: EB I-80,WB I-80,SB I-880,  Facility Carried by Structure: W80-MARITIME OFFRP
Minimum Vertical Clearance: 0.07m (0.23ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 33 0623S,  Location: 04-ALA-080-2.30-OAK (Lat: 37.825506,  Lng: -122.307619),  Route carried "under" structure: Interstate 80,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: EB I-80,WB I-80,SB I-880
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 33 0624S,  Location: 04-ALA-080-2.55-OAK (Lat: 37.823172,  Lng: -122.300897),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1996,  Status: Open,  Structure Length: 43.57m (142.95ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: POR & ENGINEER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.255,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  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 0631,  Location: 04-ALA-880-13.00 (Lat: 37.598592,  Lng: -122.061417),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 41,923 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 55,712 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: ALVARADO-NILES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 321.0m (1,053.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.1m (102.0ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0638,  Location: 04-ALA-080-2.36-OAK (Lat: 37.825956,  Lng: -122.307947),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1997,  Status: Open,  Structure Length: 0.45m (1.48ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,433 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BAY WETLANDS,  Facility Carried by Structure: RADIO STATION ROAD
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.45m (1.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $633,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 066,  Location: 04-ALA-061-15.90-OAK (Lat: 37.726192,  Lng: -122.200314),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: AIRPORT DRIVE,  Facility Carried by Structure: ROUTE 61
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0681S,  Location: 04-ALA-880-27.70-OAK (Lat: 37.769653,  Lng: -122.220358),  Route carried "on" structure: State highway 880,  Year Built: 2013,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 8,500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,941 (year 2035),  Design Load: HS 20,  Features Intersected: SR 77 & S880-N77 CNNCTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0681S,  Location: 04-ALA-880-27.70-OAK (Lat: 37.769653,  Lng: -122.220358),  Route carried "under" structure: State highway 77,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2014),  Truck Traffic: 4%,  Features Intersected: SR 77 & S880-N77 CNNCTR,  Facility Carried by Structure: HIGHT ST -N880
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.014,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 33 0732L,  Location: 04-ALA-880-27.63-OAK (Lat: 37.766133,  Lng: -122.218739),  Route carried "under" structure: State highway 77,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: UPRR,AMTRAK,SR77,HIGH ST,  Facility Carried by Structure: I880 SB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0732L,  Location: 04-ALA-880-27.63-OAK (Lat: 37.766133,  Lng: -122.218739),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: UPRR,AMTRAK,SR77,HIGH ST,  Facility Carried by Structure: I880 SB
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0732R,  Location: 04-ALA-880-27.63-OAK (Lat: 37.766256,  Lng: -122.218478),  Route carried "on" structure: Interstate 880,  Year Built: 2013,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 110,500 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 145,782 (year 2035),  Design Load: HL 93,  Features Intersected: UPRR,AMTRAK,SR77,HIGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.763,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 255.0m (836.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 53.1m (174.2ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0732R,  Location: 04-ALA-880-27.63-OAK (Lat: 37.766256,  Lng: -122.218478),  Route carried "under" structure: State highway 77,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: UPRR,AMTRAK,SR77,HIGH,  Facility Carried by Structure: I880 NB
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 53.1m (174.2ft)

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Structure Number: 33 0732R,  Location: 04-ALA-880-27.63-OAK (Lat: 37.766256,  Lng: -122.218478),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: UPRR,AMTRAK,SR77,HIGH,  Facility Carried by Structure: I880 NB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 53.1m (174.2ft)

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Structure Number: 33 0755,  Location: 04-ALA-061-R15.61-OAK (Lat: 37.725556,  Lng: -122.199444),  Route carried "on" structure: State highway 61,  Year Built: 2014,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 20,800 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,000 (year 2037),  Design Load: HL 93,  Features Intersected: AIRPORT CABLE CAR,  Facility Carried by Structure: DOOLITTLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 3.2m (10.5ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 59.8m (196.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0011,  Location: 105TH AVE (Lat: 37.735292,  Lng: -122.174869),  Route carried "under" structure: City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 21,555 (year 2003),  Truck Traffic: 12%,  Features Intersected: SAN LEANDRO BLVD,  Facility Carried by Structure: 105TH AVE & UP RR
Minimum Vertical Clearance: 0.41m (1.35ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 33C0028,  Location: JUST SOUTH OF 3RD ST (Lat: 37.798883,  Lng: -122.292556),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 27.77m (91.11ft),  Average Daily Traffic: 7,754 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,721 (year 2035),  Features Intersected: UP RR, BNSF RY, AMTRAK,  Facility Carried by Structure: ADELINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0041,  Location: E/O HEGENBERGER RD (Lat: 37.748781,  Lng: -122.195933),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 38,929 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,807 (year 2034),  Features Intersected: ELMHURST CREEK,  Facility Carried by Structure: BALDWIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $463,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0045,  Location: 0.2 MI N/O ROLAND WAY (Lat: 37.746131,  Lng: -122.201656),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,252 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,345 (year 2035),  Features Intersected: ELMHURST CREEK,  Facility Carried by Structure: OAKPORT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 166.0m (544.6ft),  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: 16.6m (54.5ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0047,  Location: 0.6 MI SE OF HIGH ST (Lat: 37.761217,  Lng: -122.214786),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 2,911 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,327 (year 2034),  Design Load: HS 20,  Features Intersected: EAST CREEK SLOUGH,  Facility Carried by Structure: OAKPORT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0081,  Location: N/O LAKE CHABOT RD (Lat: 37.730586,  Lng: -122.138219),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 4,110 (year 1979),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,391 (year 2035),  Design Load: H 20,  Features Intersected: SAN LEANDRO CREEK,  Facility Carried by Structure: BENEDICT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0141,  Location: N/O RUSSELL WAY (Lat: 37.677772,  Lng: -122.082044),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 11,762 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,895 (year 2035),  Design Load: HS 20,  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 31.20m (102.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $763,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,276,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0148,  Location: S OF EAST 12TH ST (Lat: 37.780636,  Lng: -122.237000),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 15,025 (year 1979),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,721 (year 2035),  Features Intersected: UP RR,BNSF,AMTRAK,BARTD,  Facility Carried by Structure: 22ND & 23RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 200.60m (658.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $3,790,000,  Roadway Improvement Cost: $758,000,  Total Project Cost: $6,367,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0149,  Location: E 8TH ST & E 7TH ST (Lat: 37.793883,  Lng: -122.261150),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 16,055 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,044 (year 2034),  Features Intersected: LAKE MERRITT DRAIN,  Facility Carried by Structure: E 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.4m (4.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33C0154,  Location: HEGENBERGER RD MEDIAN (Lat: 37.756425,  Lng: -122.190072),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,580 (year 1978),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,207 (year 2035),  Features Intersected: ARROYO VIEJO,  Facility Carried by Structure: HAMILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0157,  Location: N/O LAKE PARK BLVD (Lat: 37.807739,  Lng: -122.242042),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 5,425 (year 1979),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,990 (year 2034),  Features Intersected: HILLSIDE,  Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0163,  Location: JUST SOUTH LEET DR (Lat: 37.732272,  Lng: -122.198589),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 46,294 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,910 (year 2034),  Features Intersected: SAN LEANDRO CREEK,  Facility Carried by Structure: HEGENBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 317.0m (1,040.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2014,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0164,  Location: 0.3 MI N COLISEUM WAY (Lat: 37.748814,  Lng: -122.196142),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 46,294 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,164 (year 2036),  Design Load: HS 20,  Features Intersected: ELMHURST CREEK,  Facility Carried by Structure: HEGENBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2014,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0165,  Location: 0.7 MI N I-880 (Lat: 37.749606,  Lng: -122.196264),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 46,294 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,408 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UP RR,BNSF,AMTRAK,BARTD,  Facility Carried by Structure: HEGENBERGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 317.0m (1,040.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33C0167,  Location: BTWN SR 185 & HAMILTON (Lat: 37.757411,  Lng: -122.188514),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 46,294 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,408 (year 2035),  Features Intersected: ARROYO VIEJO,  Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 163.0m (534.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $1,159,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $1,947,000 ( Estimate for 2017)
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Structure Number: 33C0174,  Location: NEAR LESSLEY AVE (Lat: 37.686117,  Lng: -122.073408),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 29,900 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,058 (year 2036),  Features Intersected: REDWOOD RD FLD CNTRL CH,  Facility Carried by Structure: REDWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $911,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0178,  Location: 0.5 MI S OF SR 13 (Lat: 37.814319,  Lng: -122.213239),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 18,753 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,387 (year 2038),  Features Intersected: HILLSIDE,  Facility Carried by Structure: PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 109.70m (359.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $735,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $2,840,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33C0179,  Location: 0.4 MI SW OF SR 13 (Lat: 37.816300,  Lng: -122.212581),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 18,753 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,387 (year 2038),  Features Intersected: HILLSIDE,  Facility Carried by Structure: PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $570,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $957,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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