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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 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: 14,081 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.445,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 20.1m (65.9ft),  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: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.80m (137.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $1,564,000 ( Estimate for 2017),  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: 246,676 (year 2035),  Design Load: HS 20,  Features Intersected: JACKSON, MADISON, OAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.107,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 354.0m (1,161.4ft),  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: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 291.10m (955.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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 "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 8,220 (year 1998),  Truck Traffic: 3%,  Features Intersected: JACKSON, MADISON, OAK,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 33 0198,  Location: 04-ALA-880-31.07-OAK (Lat: 37.795211,  Lng: -122.266161),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 17,300 (year 1998),  Truck Traffic: 3%,  Features Intersected: JACKSON, MADISON, OAK,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

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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 2009),  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: 3.136,  Lanes on structure: 8,  Lanes under structure: 40,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 396.0m (1,299.2ft),  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: Good,  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,  Length Of Structure Improvement: 1273.60m (4178.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $58,450,000,  Roadway Improvement Cost: $11,690,000,  Total Project Cost: $98,196,000 ( Estimate for 2017),  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 "under" structure: State highway 260,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 55,100 (year 1998),  Truck Traffic: 3%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.191,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2000),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 19,400 (year 2000),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 1998),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 29,100 (year 2000),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2000),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 680 (year 2000),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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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: 222,114 (year 2036),  Design Load: HS 20,  Features Intersected: ASHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.567,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 335.0m (1,099.1ft),  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: 3.5m (11.5ft)

Condition: Deck: Fair,  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 2018,  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: 79.0m (259.2ft),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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 2015,  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 "under" structure: Ramp State highway 13,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: S13-MORAGA AV OFF RAMP,  Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.832,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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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: 81,681 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.828,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  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: Good,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  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 "under" structure: Ramp State highway 13,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 9.34m (30.64ft),  Kilometerpoint: 0.828,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 33 0227L,  Location: 04-ALA-013-8.28-OAK (Lat: 37.832144,  Lng: -122.216547),  Route carried "under" structure: City street A331,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: MORAGA AVE,  Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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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: 81,681 (year 2037),  Design Load: HS 20,  Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.827,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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 0227R,  Location: 04-ALA-013-8.27-OAK (Lat: 37.831947,  Lng: -122.215986),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: MORAGA AVE,  Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 33 024,  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 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 254,226 (year 2035),  Design Load: HS 20,  Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.278,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 536.0m (1,758.5ft),  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 2017,  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: 177.0m (580.7ft),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 32.90m (107.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,179,000 ( Estimate for 2017),  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 "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.647,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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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: 32.64m (107.09ft),  Average Daily Traffic: 220,000 (year 2009),  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: 4.574,  Lanes on structure: 5,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  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: Good,  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: 326.40m (1070.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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 "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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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: 220,000 (year 2009),  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: 4.574,  Lanes on structure: 4,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0280R,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826811,  Lng: -122.278094),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: ADELINE, SAN PABLO,PERAL,  Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280R,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826811,  Lng: -122.278094),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: ADELINE, SAN PABLO,PERAL,  Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280R,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826811,  Lng: -122.278094),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: ADELINE, SAN PABLO,PERAL,  Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280R,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826811,  Lng: -122.278094),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2009),  Truck Traffic: 1%,  Features Intersected: ADELINE, SAN PABLO,PERAL,  Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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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: 220,000 (year 2009),  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: 4.599,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 1.9m (6.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.30m (128.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $747,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $1,254,000 ( Estimate for 2017),  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 "under" structure: State highway 123,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 24,350 (year 2009),  Truck Traffic: 1%,  Features Intersected: S580-N123 CONNECTOR RAMP,  Facility Carried by Structure: WB INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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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 2034),  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: 192.0m (629.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.4m (4.6ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.4 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0284,  Location: 04-ALA-077-0.29-OAK (Lat: 37.771350,  Lng: -122.218869),  Route carried "under" structure: State highway 77,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 77,  Facility Carried by Structure: SAN LEANDRO BLVD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.029,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.4m (4.6ft)

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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: 3.25m (10.66ft),  Average Daily Traffic: 174,000 (year 2009),  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: 4.451,  Lanes on structure: 9,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 457.0m (1,499.3ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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 "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 24,025 (year 2009),  Truck Traffic: 1%,  Features Intersected: PIEDMONT, BROADWAY, RICH,  Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 33 0285,  Location: 04-ALA-580-44.51-OAK (Lat: 37.821078,  Lng: -122.256756),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: PIEDMONT, BROADWAY, RICH,  Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 33 0287,  Location: 04-ALA-580-44.32-OAK (Lat: 37.818433,  Lng: -122.253628),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 27.31m (89.60ft),  Average Daily Traffic: 34,279 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,131 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.9m (12.8ft),  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,  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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 273.10m (896.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $2,843,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $4,776,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0287,  Location: 04-ALA-580-44.32-OAK (Lat: 37.818433,  Lng: -122.253628),  Route carried "under" structure: Interstate 580,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 175,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.432,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.9m (12.8ft)

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Structure Number: 33 0288,  Location: 04-ALA-580-44.28-OAK (Lat: 37.818969,  Lng: -122.253411),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 332,045 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.428,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 129.0m (423.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 39.9 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Length Of Structure Improvement: 131.10m (430.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $5,620,000,  Roadway Improvement Cost: $1,124,000,  Total Project Cost: $9,441,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0288,  Location: 04-ALA-580-44.28-OAK (Lat: 37.818969,  Lng: -122.253411),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 4.428,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0288,  Location: 04-ALA-580-44.28-OAK (Lat: 37.818969,  Lng: -122.253411),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 8.12m (26.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0288,  Location: 04-ALA-580-44.28-OAK (Lat: 37.818969,  Lng: -122.253411),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,069 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0289K,  Location: 04-ALA-580-44.33-OAK (Lat: 37.819211,  Lng: -122.254744),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 9,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,582 (year 2034),  Design Load: HS 20,  Features Intersected: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.433,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  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,  Operating Rating: 34.3 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: 26.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.80m (87.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $467,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0289K,  Location: 04-ALA-580-44.33-OAK (Lat: 37.819211,  Lng: -122.254744),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,595 (year 2009),  Truck Traffic: 1%,  Features Intersected: HARRISON STREET,  Facility Carried by Structure: S580-OAKLAND AV OF
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 33 0289S,  Location: 04-ALA-580-44.33-OAK (Lat: 37.819619,  Lng: -122.254128),  Route carried "on" structure: Bypass Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 13,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,815 (year 2034),  Design Load: HS 20,  Features Intersected: HARRISON STREET,  Facility Carried by Structure: HARRISON&OAKLAND-N
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 4.433,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.5m (8.2ft),  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: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 33.7 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: 25.9 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 39.90m (130.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $695,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0289S,  Location: 04-ALA-580-44.33-OAK (Lat: 37.819619,  Lng: -122.254128),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,595 (year 2009),  Truck Traffic: 1%,  Features Intersected: HARRISON STREET,  Facility Carried by Structure: HARRISON&OAKLAND-N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 33 029,  Location: 04-ALA-580-44.07-OAK (Lat: 37.816175,  Lng: -122.252147),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 4,640 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,327 (year 2034),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: CHETWOOD ST
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: 98.0m (321.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 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: 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: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 029,  Location: 04-ALA-580-44.07-OAK (Lat: 37.816175,  Lng: -122.252147),  Route carried "under" structure: Interstate 580,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: CHETWOOD ST
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.407,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 33 0296,  Location: 04-ALA-580-44.81-OAK (Lat: 37.823133,  Lng: -122.261808),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 332,045 (year 2038),  Design Load: HS 20,  Features Intersected: WEBSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.481,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 567.0m (1,860.2ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 56.7m (186.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.6 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: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0296,  Location: 04-ALA-580-44.81-OAK (Lat: 37.823133,  Lng: -122.261808),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2009),  Truck Traffic: 1%,  Features Intersected: WEBSTER STREET,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.1m (6.9ft)

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Structure Number: 33 0296K,  Location: 04-ALA-580-44.81-OAK (Lat: 37.822567,  Lng: -122.261722),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1961,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 2,960 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,383 (year 2034),  Design Load: HS 20,  Features Intersected: WEBSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.481,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  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,  Operating Rating: 70.6 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.40m (139.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $439,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $737,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0296K,  Location: 04-ALA-580-44.81-OAK (Lat: 37.822567,  Lng: -122.261722),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2009),  Truck Traffic: 1%,  Features Intersected: WEBSTER STREET,  Facility Carried by Structure: E580-WEBSTER&BROAD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 33 0297,  Location: 04-ALA-580-45.03-OAK (Lat: 37.823897,  Lng: -122.265558),  Route carried "on" structure: Interstate 580,  Year Built: 1961,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 174,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 338,392 (year 2038),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.503,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 457.0m (1,499.3ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.90m (176.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0297,  Location: 04-ALA-580-45.03-OAK (Lat: 37.823897,  Lng: -122.265558),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,728 (year 2009),  Truck Traffic: 1%,  Features Intersected: TELEGRAPH AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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