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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 0310L,  Location: 04-ALA-580-R42.18-OAK (Lat: 37.800933,  Lng: -122.228622),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: BEAUMONT AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 33 0310R,  Location: 04-ALA-580-R42.18-OAK (Lat: 37.801122,  Lng: -122.228567),  Route carried "on" structure: Interstate 580,  Year Built: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 260,805 (year 2038),  Design Load: HS 20,  Features Intersected: BEAUMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.218,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  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: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0310R,  Location: 04-ALA-580-R42.18-OAK (Lat: 37.801122,  Lng: -122.228567),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: BEAUMONT AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 33 0311,  Location: 04-ALA-580-R42.37-OAK (Lat: 37.802294,  Lng: -122.231464),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 4,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,391 (year 2034),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 13TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.8m (71.5ft),  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: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.71m (2.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $1,611,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0311,  Location: 04-ALA-580-R42.37-OAK (Lat: 37.802294,  Lng: -122.231464),  Route carried "under" structure: Interstate 580,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 159,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 13TH AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 4.237,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 33 0314,  Location: 04-ALA-580-43.23-OAK (Lat: 37.807947,  Lng: -122.241686),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 3,560 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,261 (year 2034),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: LAKE PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 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: Equal to present minimum criteria,  Length Of Structure Improvement: 141.70m (464.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,728,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $2,903,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0314,  Location: 04-ALA-580-43.23-OAK (Lat: 37.807947,  Lng: -122.241686),  Route carried "under" structure: Interstate 580,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: LAKE PARK AVE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.323,  Lanes on structure: 2,  Lanes under structure: 9,  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 0315L,  Location: 04-ALA-580-42.67-OAK (Lat: 37.804111,  Lng: -122.233225),  Route carried "on" structure: Interstate 580,  Year Built: 1962,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 260,805 (year 2038),  Design Load: HS 20,  Features Intersected: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.267,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: 38.9 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: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0315L,  Location: 04-ALA-580-42.67-OAK (Lat: 37.804111,  Lng: -122.233225),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 22,979 (year 2009),  Truck Traffic: 3%,  Features Intersected: PARK BLVD,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 0.48m (1.57ft),  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: 29.3m (96.1ft)

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Structure Number: 33 0315R,  Location: 04-ALA-580-42.67-OAK (Lat: 37.804244,  Lng: -122.233050),  Route carried "on" structure: Interstate 580,  Year Built: 1962,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 260,805 (year 2038),  Design Load: HS 20,  Features Intersected: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.267,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 38.9 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: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0315R,  Location: 04-ALA-580-42.67-OAK (Lat: 37.804244,  Lng: -122.233050),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 22,979 (year 2009),  Truck Traffic: 3%,  Features Intersected: PARK BLVD,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft),  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: 29.3m (96.1ft)

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Structure Number: 33 0316,  Location: 04-ALA-580-R39.77-OAK (Lat: 37.784425,  Lng: -122.187608),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 134,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 207,706 (year 2038),  Design Load: HS 20,  Features Intersected: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.977,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0316,  Location: 04-ALA-580-R39.77-OAK (Lat: 37.784425,  Lng: -122.187608),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 2009),  Truck Traffic: 2%,  Features Intersected: MACARTHUR BLVD,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 3,  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 0317,  Location: 04-ALA-580-R39.91-OAK (Lat: 37.785678,  Lng: -122.193086),  Route carried "on" structure: Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 134,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 207,706 (year 2038),  Design Load: HS 20,  Features Intersected: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.991,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 415.0m (1,361.5ft),  Skew: 37 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 33 0317,  Location: 04-ALA-580-R39.91-OAK (Lat: 37.785678,  Lng: -122.193086),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: MACARTHUR BLVD,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.5m (34.4ft)

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Structure Number: 33 0318,  Location: 04-ALA-580-R40.08-OAK (Lat: 37.786806,  Lng: -122.195500),  Route carried "on" structure: Interstate 580,  Year Built: 1963,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 134,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 207,706 (year 2038),  Design Load: HS 20,  Features Intersected: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.008,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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: 32.60m (106.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0318,  Location: 04-ALA-580-R40.08-OAK (Lat: 37.786806,  Lng: -122.195500),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: HIGH STREET,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 0.45m (1.48ft),  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: 27.4m (89.9ft)

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Structure Number: 33 0319,  Location: 04-ALA-580-R40.39-OAK (Lat: 37.789083,  Lng: -122.200728),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 4,765 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,345 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 38TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 36.6 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: 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: 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0319,  Location: 04-ALA-580-R40.39-OAK (Lat: 37.789083,  Lng: -122.200728),  Route carried "under" structure: Interstate 580,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 274,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 38TH AVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 33 032,  Location: 04-ALA-580-R40.65-OAK (Lat: 37.791933,  Lng: -122.203539),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 4,300 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,345 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 35TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.3 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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 032,  Location: 04-ALA-580-R40.65-OAK (Lat: 37.791933,  Lng: -122.203539),  Route carried "under" structure: Interstate 580,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 274,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 35TH AVE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 4.065,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 33 0321,  Location: 04-ALA-580-R40.93-OAK (Lat: 37.795100,  Lng: -122.206964),  Route carried "on" structure: Interstate 580,  Year Built: 1963,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 274,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 392,641 (year 2037),  Design Load: HS 20,  Features Intersected: MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.093,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 442.0m (1,450.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 40.8 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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.40m (125.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0322,  Location: 04-ALA-580-R41.14-OAK (Lat: 37.796653,  Lng: -122.210322),  Route carried "on" structure: Interstate 580,  Year Built: 1963,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 169,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 307,275 (year 2037),  Design Load: HS 20,  Features Intersected: COOLIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.114,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 31 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: 42.1m (138.1ft),  Out-to-Out Width: 42.9m (140.7ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0322,  Location: 04-ALA-580-R41.14-OAK (Lat: 37.796653,  Lng: -122.210322),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: COOLIDGE AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.52m (14.83ft),  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: 19.2m (63.0ft)

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Structure Number: 33 0323,  Location: 04-ALA-580-R41.33-OAK (Lat: 37.797192,  Lng: -122.213650),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 2,400 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,207 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: BOSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  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: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 4.6 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0323,  Location: 04-ALA-580-R41.33-OAK (Lat: 37.797192,  Lng: -122.213650),  Route carried "under" structure: Interstate 580,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 169,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: BOSTON AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.133,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 33 0324,  Location: 04-ALA-580-R41.43-OAK (Lat: 37.798067,  Lng: -122.215275),  Route carried "on" structure: Interstate 580,  Year Built: 1963,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 169,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 250,774 (year 2037),  Design Load: HS 20,  Features Intersected: FRUITVALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.143,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0324,  Location: 04-ALA-580-R41.43-OAK (Lat: 37.798067,  Lng: -122.215275),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: FRUITVALE AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 33 0325,  Location: 04-ALA-580-R41.75-OAK (Lat: 37.799056,  Lng: -122.221000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 2,535 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,207 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: SHEFFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  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: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 3.5 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: 26.9 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 50.30m (165.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,130,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0325,  Location: 04-ALA-580-R41.75-OAK (Lat: 37.799056,  Lng: -122.221000),  Route carried "under" structure: Interstate 580,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 175,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: SHEFFIELD AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.175,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 33 0326,  Location: 04-ALA-580-42.80-OAK (Lat: 37.805100,  Lng: -122.235331),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 8,930 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,365 (year 2038),  Design Load: HS 20,  Features Intersected: E580-MACARTHUR BL OFF-RP,  Facility Carried by Structure: MACARTHUR BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.2 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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.40m (171.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $915,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0326,  Location: 04-ALA-580-42.80-OAK (Lat: 37.805100,  Lng: -122.235331),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 175,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: E580-MACARTHUR BL OFF-RP,  Facility Carried by Structure: MACARTHUR BLVD NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.428,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 33 0329,  Location: 04-ALA-077-0.37-OAK (Lat: 37.772097,  Lng: -122.217606),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 900 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,045 (year 2034),  Design Load: HS 20,  Features Intersected: STATE ROUTE 77,  Facility Carried by Structure: EAST 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 48 months,  Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0329,  Location: 04-ALA-077-0.37-OAK (Lat: 37.772097,  Lng: -122.217606),  Route carried "under" structure: State highway 77,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 15,800 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 77,  Facility Carried by Structure: EAST 12TH STREET
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 33 033,  Location: 04-ALA-580-R33.94-SLN (Lat: 37.722308,  Lng: -122.136125),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 13,300 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,086 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: GRAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  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: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0335,  Location: 04-ALA-580-R35.10-OAK (Lat: 37.737328,  Lng: -122.140389),  Route carried "on" structure: Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 140,000 (year 2009),  Average Future Daily Traffic: 204,033 (year 2037),  Design Load: HS 20,  Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.351,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 57.3 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 26.80m (87.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,150,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $1,932,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0335K,  Location: 04-ALA-580-R35.10-OAK (Lat: 37.737553,  Lng: -122.141617),  Route carried "on" structure: Bypass Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 10,855 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,377 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: FTHLL BLVD UC (OFF-RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.351,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  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: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0335K,  Location: 04-ALA-580-R35.10-OAK (Lat: 37.737553,  Lng: -122.141617),  Route carried "under" structure: City street A206,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: FTHLL BLVD UC (OFF-RAMP),  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 33 0339,  Location: 04-ALA-580-R37.34-OAK (Lat: 37.765800,  Lng: -122.152556),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 3,800 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,380 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: FONTAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0339,  Location: 04-ALA-580-R37.34-OAK (Lat: 37.765800,  Lng: -122.152556),  Route carried "under" structure: Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 153,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: FONTAINE ST
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 3.734,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 33 034,  Location: 04-ALA-580-R37.80-OAK (Lat: 37.771628,  Lng: -122.156642),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,300 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,557 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: KELLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 034,  Location: 04-ALA-580-R37.80-OAK (Lat: 37.771628,  Lng: -122.156642),  Route carried "under" structure: Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 157,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: KELLER AVE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.378,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 33 0341,  Location: 04-ALA-580-R38.31-OAK (Lat: 37.776414,  Lng: -122.163792),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 172,000 (year 2009),  Average Future Daily Traffic: 270,650 (year 2037),  Design Load: HS 20,  Features Intersected: EDWARDS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.831,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 34.7 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0341,  Location: 04-ALA-580-R38.31-OAK (Lat: 37.776414,  Lng: -122.163792),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2009),  Truck Traffic: 3%,  Features Intersected: EDWARDS AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0342,  Location: 04-ALA-580-R38.92-OAK (Lat: 37.781131,  Lng: -122.173319),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 163,000 (year 2009),  Average Future Daily Traffic: 247,391 (year 2037),  Design Load: HS 20,  Features Intersected: KUHNLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.892,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 53.5m (175.5ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0343,  Location: 04-ALA-580-R39.37-OAK (Lat: 37.784167,  Lng: -122.180489),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 134,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 207,706 (year 2037),  Design Load: HS 20,  Features Intersected: DAVENPORT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.937,  Lanes on structure: 9,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.50m (109.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0344F,  Location: 04-ALA-013-4.27-OAK (Lat: 37.783081,  Lng: -122.177656),  Route carried "on" structure: Ramp State highway 13,  Year Built: 1965,  Status: Open,  Structure Length: 20.09m (65.91ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,162 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I 580 & CALAVERAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.427,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 48.5m (159.1ft),  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: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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 0344F,  Location: 04-ALA-013-4.27-OAK (Lat: 37.783081,  Lng: -122.177656),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: I 580 & CALAVERAS AVE
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 3.924,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 33 0344F,  Location: 04-ALA-013-4.27-OAK (Lat: 37.783081,  Lng: -122.177656),  Route carried "under" structure: Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 297,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: I 580 & CALAVERAS AVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.924,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 33 0344F,  Location: 04-ALA-013-4.27-OAK (Lat: 37.783081,  Lng: -122.177656),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: I 580 & CALAVERAS AVE,  Facility Carried by Structure: S13-E580 CONNECTOR
Minimum Vertical Clearance: 9.92m (32.55ft),  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: 48.5m (159.1ft)

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Structure Number: 33 0347S,  Location: 04-ALA-580-R39.15-OAK (Lat: 37.783692,  Lng: -122.176650),  Route carried "on" structure: Bypass Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 9,137 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,688 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 13 NB, MOUNTAIN BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.915,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  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: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.9 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: 42.8 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 88.40m (290.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $862,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $1,448,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0347S,  Location: 04-ALA-580-R39.15-OAK (Lat: 37.783692,  Lng: -122.176650),  Route carried "under" structure: State highway 13,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: SR 13 NB, MOUNTAIN BL,  Facility Carried by Structure: MOUNTAIN-580 ON RP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.427,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 33 0347S,  Location: 04-ALA-580-R39.15-OAK (Lat: 37.783692,  Lng: -122.176650),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SR 13 NB, MOUNTAIN BL,  Facility Carried by Structure: MOUNTAIN-580 ON RP
Minimum Vertical Clearance: 4.57m (14.99ft),  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: 37.5m (123.0ft)

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Structure Number: 33 0348R,  Location: 04-ALA-013-4.32-OAK (Lat: 37.784694,  Lng: -122.178075),  Route carried "on" structure: State highway 13,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,351 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CALAVERAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.432,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.60m (120.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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