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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 0376,  Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269,  Lng: -122.228458),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 9.52m (31.23ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,165 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 126.0m (413.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 0376,  Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269,  Lng: -122.228458),  Route carried "under" structure: State highway 13,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.958,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 5.6m (18.4ft)

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Structure Number: 33 0377G,  Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850,  Lng: -122.226942),  Route carried "on" structure: Ramp State highway 13,  Year Built: 1970,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 40,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,320 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.957,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0377G,  Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850,  Lng: -122.226942),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: BROADWAY,  Facility Carried by Structure: N13-E24 CONNECTOR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 33 0378,  Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633,  Lng: -122.228661),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 147,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 191,243 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.508,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 408.0m (1,338.6ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 40.1m (131.6ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 0378,  Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633,  Lng: -122.228661),  Route carried "under" structure: State highway 13,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 26,900 (year 2010),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: STATE ROUTE 24
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.962,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0392L,  Location: 04-ALA-024-R2.50-OAK (Lat: 37.833600,  Lng: -122.265708),  Route carried "on" structure: State highway 24,  Year Built: 1969,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 92,800 (year 2037),  Features Intersected: BARTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.025,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 347.0m (1,138.5ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $594,000 ( Estimate for 2018)
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Structure Number: 33 0411L,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236,  Lng: -122.264719),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0411L,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236,  Lng: -122.264719),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: SHATTUCK AVE,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.15m (16.90ft),  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: 38.1m (125.0ft)

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Structure Number: 33 0411L,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236,  Lng: -122.264719),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: SHATTUCK AVE,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.23m (17.16ft),  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: 38.1m (125.0ft)

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Structure Number: 33 0411R,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875,  Lng: -122.264525),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0411R,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875,  Lng: -122.264525),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 1998),  Truck Traffic: 2%,  Features Intersected: SHATTUCK AVE,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.28m (17.32ft),  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: 32.3m (106.0ft)

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Structure Number: 33 0412L,  Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217,  Lng: -122.263742),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,672 (year 2040),  Design Load: HS 20,  Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0412L,  Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217,  Lng: -122.263742),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 55TH STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.48m (17.98ft),  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: 2.5m (8.2ft)

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Structure Number: 33 0412R,  Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158,  Lng: -122.263211),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,672 (year 2040),  Design Load: HS 20,  Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0412R,  Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158,  Lng: -122.263211),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 55TH STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.63m (18.47ft),  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: 25.9m (85.0ft)

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Structure Number: 33 0413L,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908,  Lng: -122.262622),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 153,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 280,954 (year 2040),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 235.0m (771.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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: Equal to present minimum criteria,  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 0413L,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908,  Lng: -122.262622),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 22,152 (year 2010),  Truck Traffic: 2%,  Features Intersected: TELEGRAPH AVE,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  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 0413L,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908,  Lng: -122.262622),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,420 (year 2010),  Truck Traffic: 2%,  Features Intersected: TELEGRAPH AVE,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.85m (15.91ft),  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: 35.7m (117.1ft)

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Structure Number: 33 0413R,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706,  Lng: -122.262286),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 147,500 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 270,344 (year 2040),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 0413R,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706,  Lng: -122.262286),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 22,241 (year 2010),  Truck Traffic: 2%,  Features Intersected: TELEGRAPH AVE,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 33 0413S,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617,  Lng: -122.262244),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 11,760 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,595 (year 2040),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.50m (237.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $890,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0413S,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617,  Lng: -122.262244),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,840 (year 2010),  Truck Traffic: 2%,  Features Intersected: TELEGRAPH AVE,  Facility Carried by Structure: E24-CLAREMONT OFF
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 33 0414K,  Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994,  Lng: -122.257689),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 5,609 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,300 (year 2040),  Design Load: HS 20,  Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0414K,  Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994,  Lng: -122.257689),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2010),  Truck Traffic: 2%,  Features Intersected: CLAREMONT AVE,  Facility Carried by Structure: W24-TELEGRAPH OFF
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 33 0414L,  Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375,  Lng: -122.258269),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.332,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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 0414L,  Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375,  Lng: -122.258269),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: CLAREMONT AVE,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  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 0414R,  Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919,  Lng: -122.258525),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 18.47m (60.60ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.033,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  Skew: 5 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-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0414R,  Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919,  Lng: -122.258525),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2010),  Truck Traffic: 2%,  Features Intersected: CLAREMONT AVE,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.71m (18.73ft),  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: 3.9m (12.8ft)

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Structure Number: 33 0414R,  Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919,  Lng: -122.258525),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: CLAREMONT AVE,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.57m (14.99ft),  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: 3.9m (12.8ft)

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Structure Number: 33 0416K,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342,  Lng: -122.266036),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 6,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,676 (year 2037),  Design Load: HS 20,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0416K,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342,  Lng: -122.266036),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 52ND STREET,  Facility Carried by Structure: 52ND WB-W24 ON RMP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 33 0416L,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403,  Lng: -122.265547),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0416L,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403,  Lng: -122.265547),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 2%,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.277,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 33 0416L,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403,  Lng: -122.265547),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 52ND STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 6.24m (20.47ft),  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: 34.1m (111.9ft)

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Structure Number: 33 0416R,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469,  Lng: -122.265150),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,987 (year 2037),  Design Load: HS 20,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.277,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0416R,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469,  Lng: -122.265150),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 2%,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.277,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 33 0416R,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469,  Lng: -122.265150),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 52ND STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.64m (15.22ft),  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: 34.1m (111.9ft)

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Structure Number: 33 0417L,  Location: 04-ALA-024-R3.55-OAK (Lat: 37.843608,  Lng: -122.254478),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 42.08m (138.06ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.355,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.0m (6.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0417R,  Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314,  Lng: -122.254283),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 41.15m (135.01ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 0417R,  Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314,  Lng: -122.254283),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 840 (year 2010),  Truck Traffic: 5%,  Features Intersected: COLLEGE AVE & FOREST ST,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 33 0417R,  Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314,  Lng: -122.254283),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 840 (year 2010),  Truck Traffic: 5%,  Features Intersected: COLLEGE AVE & FOREST ST,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 24.16m (79.27ft),  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: 3.2m (10.5ft)

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Structure Number: 33 0418L,  Location: 04-ALA-024-R3.97-OAK (Lat: 37.846394,  Lng: -122.247436),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.397,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0418R,  Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061,  Lng: -122.247214),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.397,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 3.3 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: 25.6 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: 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0418R,  Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061,  Lng: -122.247214),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,170 (year 2010),  Truck Traffic: 3%,  Features Intersected: PRESLEY WAY,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.52m (14.83ft),  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: 19.2m (63.0ft)

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Structure Number: 33 0419K,  Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794,  Lng: -122.244439),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 7,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,284 (year 2040),  Design Load: HS 20,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.421,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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 0419K,  Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794,  Lng: -122.244439),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: W24-BROADWAY OFFRP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 33 0419K,  Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794,  Lng: -122.244439),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: W24-BROADWAY OFFRP
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 25.73m (84.42ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.417,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 241.0m (790.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 257.30m (844.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $5,505,000,  Roadway Improvement Cost: $1,101,000,  Total Project Cost: $9,248,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.417,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.421,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.48m (17.98ft),  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: 34.7m (113.8ft)

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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 1.08m (3.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0419R,  Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522,  Lng: -122.244617),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 96,903 (year 2040),  Design Load: HS 20,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.415,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0419R,  Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522,  Lng: -122.244617),  Route carried "under" structure: Ramp State highway 24,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,990 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.415,  Lanes on structure: 4,  Lanes under structure: 2,  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 0419R,  Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522,  Lng: -122.244617),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,990 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  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 0419R,  Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522,  Lng: -122.244617),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,860 (year 2010),  Truck Traffic: 3%,  Features Intersected: PATTON STREET,  Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 6.37m (20.90ft),  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: 3.9m (12.8ft)

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Structure Number: 33 0420L,  Location: 04-ALA-024-R4.44-OAK (Lat: 37.849983,  Lng: -122.240078),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 2%,  Features Intersected: GOLDEN GATE AVE,  Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 0.98m (3.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 33 0420R,  Location: 04-ALA-024-R4.44-OAK (Lat: 37.849664,  Lng: -122.240119),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 257,400 (year 2037),  Design Load: HS 20,  Features Intersected: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.444,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 253.0m (830.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 3.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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