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 - 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 - Historical Statistics
- 31950-1959
- 61960-1969
- 31970-1979
- 11980-1989
- 61990-1999
- 22000-2009
- 12010-2018
- Bridge Condition - Deck
- 9.8%Very good
- 72.5%Good
- 2.5%Satisfactory
- 12.3%Fair
- 2.9%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 68.3%Good
- 2.4%Satisfactory
- 19.5%Fair
- 1.5%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 82.0%Good
- 8.8%Satisfactory
- 1.0%Fair
- 0.5%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 31.3%Very good
- 40.6%Good
- 9.4%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Poor
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Structure Number: 33 0190F, Location: 04-ALA-080-4.45-EMV (Lat: 37.847092, Lng: -122.298708), Route carried "on" structure: Ramp Interstate 80, Year Built: 1954, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 7,600 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 14,081 (year 2035), Design Load: HS 20, Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.445, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 104.0m (341.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.80m (137.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $186,000, Total Project Cost: $1,564,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0190F, Location: 04-ALA-080-4.45-EMV (Lat: 37.847092, Lng: -122.298708), Route carried "on" structure: Ramp Interstate 80, Year Built: 1954, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 7,600 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 14,081 (year 2035), Design Load: HS 20, Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.445, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 104.0m (341.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.80m (137.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $186,000, Total Project Cost: $1,564,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795211, Lng: -122.266161), Route carried "on" structure: Interstate 880, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 29.11m (95.51ft), Average Daily Traffic: 203,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 246,676 (year 2035), Design Load: HS 20, Features Intersected: JACKSON, MADISON, OAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.107, Lanes on structure: 9, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 354.0m (1,161.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 40.4m (132.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 5.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 291.10m (955.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795211, Lng: -122.266161), Route carried "on" structure: Interstate 880, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 29.11m (95.51ft), Average Daily Traffic: 203,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 246,676 (year 2035), Design Load: HS 20, Features Intersected: JACKSON, MADISON, OAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.107, Lanes on structure: 9, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 354.0m (1,161.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 40.4m (132.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 5.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 291.10m (955.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795211, Lng: -122.266161), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 8,220 (year 1998), Truck Traffic: 3%, Features Intersected: JACKSON, MADISON, OAK, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 0.44m (1.44ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795211, Lng: -122.266161), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 8,220 (year 1998), Truck Traffic: 3%, Features Intersected: JACKSON, MADISON, OAK, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 0.44m (1.44ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795211, Lng: -122.266161), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 1998), Truck Traffic: 3%, Features Intersected: JACKSON, MADISON, OAK, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795211, Lng: -122.266161), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 1998), Truck Traffic: 3%, Features Intersected: JACKSON, MADISON, OAK, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "on" structure: Interstate 880, Year Built: 1953, Year Reconstructed: 1984, Status: Open, Structure Length: 127.36m (417.85ft), Average Daily Traffic: 203,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 250,815 (year 2038), Design Load: HS 20, Features Intersected: RT260,MLK,MKT,BRDWY,WASH
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 3.136, Lanes on structure: 8, Lanes under structure: 40, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 396.0m (1,299.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 54, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 34.8m (114.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1273.60m (4178.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $58,450,000, Roadway Improvement Cost: $11,690,000, Total Project Cost: $98,196,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "on" structure: Interstate 880, Year Built: 1953, Year Reconstructed: 1984, Status: Open, Structure Length: 127.36m (417.85ft), Average Daily Traffic: 203,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 250,815 (year 2038), Design Load: HS 20, Features Intersected: RT260,MLK,MKT,BRDWY,WASH
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 3.136, Lanes on structure: 8, Lanes under structure: 40, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 396.0m (1,299.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 54, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 30.8m (101.0ft), Out-to-Out Width: 34.8m (114.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1273.60m (4178.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $58,450,000, Roadway Improvement Cost: $11,690,000, Total Project Cost: $98,196,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: State highway 260, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 55,100 (year 1998), Truck Traffic: 3%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.191, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: State highway 260, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 55,100 (year 1998), Truck Traffic: 3%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.191, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 19,400 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 19,400 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 1998), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 1998), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 29,100 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 29,100 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 680 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.797214, Lng: -122.270911), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 680 (year 2000), Truck Traffic: 4%, Features Intersected: RT260,MLK,MKT,BRDWY,WASH, Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 33 0221, Location: 04-ALA-238-15.67 (Lat: 37.689644, Lng: -122.118794), Route carried "on" structure: State highway 238, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 121,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 222,114 (year 2036), Design Load: HS 20, Features Intersected: ASHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.567, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 335.0m (1,099.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0221, Location: 04-ALA-238-15.67 (Lat: 37.689644, Lng: -122.118794), Route carried "on" structure: State highway 238, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 121,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 222,114 (year 2036), Design Load: HS 20, Features Intersected: ASHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.567, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 335.0m (1,099.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0227K, Location: 04-ALA-013-8.32-OAK (Lat: 37.832969, Lng: -122.217897), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 21,495 (year 2037), Design Load: H 20, Features Intersected: S13-MORAGA AV OFF RAMP, Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2015, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0227K, Location: 04-ALA-013-8.32-OAK (Lat: 37.832969, Lng: -122.217897), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 21,495 (year 2037), Design Load: H 20, Features Intersected: S13-MORAGA AV OFF RAMP, Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2015, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0227K, Location: 04-ALA-013-8.32-OAK (Lat: 37.832969, Lng: -122.217897), Route carried "under" structure: Ramp State highway 13, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Features Intersected: S13-MORAGA AV OFF RAMP, Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.832, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 33 0227K, Location: 04-ALA-013-8.32-OAK (Lat: 37.832969, Lng: -122.217897), Route carried "under" structure: Ramp State highway 13, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Features Intersected: S13-MORAGA AV OFF RAMP, Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.832, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832144, Lng: -122.216547), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 57,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 81,681 (year 2037), Design Load: HS 20+Mod, Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.828, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832144, Lng: -122.216547), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 57,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 81,681 (year 2037), Design Load: HS 20+Mod, Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.828, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832144, Lng: -122.216547), Route carried "under" structure: Ramp State highway 13, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2009), Truck Traffic: 3%, Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 9.34m (30.64ft), Kilometerpoint: 0.828, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832144, Lng: -122.216547), Route carried "under" structure: Ramp State highway 13, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2009), Truck Traffic: 3%, Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 9.34m (30.64ft), Kilometerpoint: 0.828, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832144, Lng: -122.216547), Route carried "under" structure: City street A331, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Features Intersected: MORAGA AVE, Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832144, Lng: -122.216547), Route carried "under" structure: City street A331, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Features Intersected: MORAGA AVE, Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 33 0227R, Location: 04-ALA-013-8.27-OAK (Lat: 37.831947, Lng: -122.215986), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 57,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 81,681 (year 2037), Design Load: HS 20, Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.827, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0227R, Location: 04-ALA-013-8.27-OAK (Lat: 37.831947, Lng: -122.215986), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 57,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 81,681 (year 2037), Design Load: HS 20, Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.827, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0227R, Location: 04-ALA-013-8.27-OAK (Lat: 37.831947, Lng: -122.215986), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2009), Truck Traffic: 1%, Features Intersected: MORAGA AVE, Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 33 0227R, Location: 04-ALA-013-8.27-OAK (Lat: 37.831947, Lng: -122.215986), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2009), Truck Traffic: 1%, Features Intersected: MORAGA AVE, Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 33 024, Location: 04-ALA-880-12.78 (Lat: 37.595506, Lng: -122.058331), Route carried "on" structure: Interstate 880, Year Built: 1957, Year Reconstructed: 1998, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 202,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 254,226 (year 2035), Design Load: HS 20, Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 536.0m (1,758.5ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 53.6m (175.9ft), Out-to-Out Width: 55.3m (181.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 024, Location: 04-ALA-880-12.78 (Lat: 37.595506, Lng: -122.058331), Route carried "on" structure: Interstate 880, Year Built: 1957, Year Reconstructed: 1998, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 202,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 254,226 (year 2035), Design Load: HS 20, Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 536.0m (1,758.5ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 53.6m (175.9ft), Out-to-Out Width: 55.3m (181.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0247, Location: 04-ALA-013-6.47-OAK (Lat: 37.810444, Lng: -122.197694), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 15,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 17,401 (year 2037), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 177.0m (580.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 32.90m (107.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2015, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,179,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0247, Location: 04-ALA-013-6.47-OAK (Lat: 37.810444, Lng: -122.197694), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 15,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 17,401 (year 2037), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 177.0m (580.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 32.90m (107.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2015, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,179,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0247, Location: 04-ALA-013-6.47-OAK (Lat: 37.810444, Lng: -122.197694), Route carried "under" structure: State highway 13, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 102,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.647, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 33 0247, Location: 04-ALA-013-6.47-OAK (Lat: 37.810444, Lng: -122.197694), Route carried "under" structure: State highway 13, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 102,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.647, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 32.64m (107.09ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 315,259 (year 2038), Design Load: HS 20, Features Intersected: SAN PBLO, ADLN, MGNO,PER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.574, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 201.0m (659.4ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 326.40m (1070.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 32.64m (107.09ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 315,259 (year 2038), Design Load: HS 20, Features Intersected: SAN PBLO, ADLN, MGNO,PER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.574, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 201.0m (659.4ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 326.40m (1070.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,400 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826586, Lng: -122.278025), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,400 (year 2009), Truck Traffic: 1%, Features Intersected: SAN PBLO, ADLN, MGNO,PER, Facility Carried by Structure: ROUTE 580 SB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 32.13m (105.41ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 315,259 (year 2038), Design Load: HS 20, Features Intersected: ADELINE, SAN PABLO,PERAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.574, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 201.0m (659.4ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 32.13m (105.41ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 315,259 (year 2038), Design Load: HS 20, Features Intersected: ADELINE, SAN PABLO,PERAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.574, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 201.0m (659.4ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,400 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.826811, Lng: -122.278094), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,400 (year 2009), Truck Traffic: 1%, Features Intersected: ADELINE, SAN PABLO,PERAL, Facility Carried by Structure: ROUTE 580 NB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0281R, Location: 04-ALA-580-45.99-OAK (Lat: 37.827672, Lng: -122.282478), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 315,259 (year 2038), Design Load: HS 20, Features Intersected: S580-N123 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.599, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 201.0m (659.4ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 1.9m (6.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.30m (128.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,254,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0281R, Location: 04-ALA-580-45.99-OAK (Lat: 37.827672, Lng: -122.282478), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 315,259 (year 2038), Design Load: HS 20, Features Intersected: S580-N123 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.599, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 201.0m (659.4ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 1.9m (6.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.30m (128.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,254,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0281R, Location: 04-ALA-580-45.99-OAK (Lat: 37.827672, Lng: -122.282478), Route carried "under" structure: State highway 123, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,350 (year 2009), Truck Traffic: 1%, Features Intersected: S580-N123 CONNECTOR RAMP, Facility Carried by Structure: WB INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.001, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 33 0281R, Location: 04-ALA-580-45.99-OAK (Lat: 37.827672, Lng: -122.282478), Route carried "under" structure: State highway 123, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,350 (year 2009), Truck Traffic: 1%, Features Intersected: S580-N123 CONNECTOR RAMP, Facility Carried by Structure: WB INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.001, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 33 0284, Location: 04-ALA-077-0.29-OAK (Lat: 37.771350, Lng: -122.218869), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 1,567 (year 2034), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 77, Facility Carried by Structure: SAN LEANDRO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 192.0m (629.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.4m (4.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 5.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0284, Location: 04-ALA-077-0.29-OAK (Lat: 37.771350, Lng: -122.218869), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 1,567 (year 2034), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 77, Facility Carried by Structure: SAN LEANDRO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 192.0m (629.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.4m (4.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 5.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0284, Location: 04-ALA-077-0.29-OAK (Lat: 37.771350, Lng: -122.218869), Route carried "under" structure: State highway 77, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 3%, Features Intersected: STATE ROUTE 77, Facility Carried by Structure: SAN LEANDRO BLVD
Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.029, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.4m (4.6ft)
Structure Number: 33 0284, Location: 04-ALA-077-0.29-OAK (Lat: 37.771350, Lng: -122.218869), Route carried "under" structure: State highway 77, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 3%, Features Intersected: STATE ROUTE 77, Facility Carried by Structure: SAN LEANDRO BLVD
Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.029, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.4m (4.6ft)
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Structure Number: 33 0285, Location: 04-ALA-580-44.51-OAK (Lat: 37.821078, Lng: -122.256756), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 174,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 307,070 (year 2038), Design Load: HS 20, Features Intersected: PIEDMONT, BROADWAY, RICH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.451, Lanes on structure: 9, Lanes under structure: 9, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 457.0m (1,499.3ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 3, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0285, Location: 04-ALA-580-44.51-OAK (Lat: 37.821078, Lng: -122.256756), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 174,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 307,070 (year 2038), Design Load: HS 20, Features Intersected: PIEDMONT, BROADWAY, RICH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.451, Lanes on structure: 9, Lanes under structure: 9, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 457.0m (1,499.3ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 3, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 45.1m (148.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0285, Location: 04-ALA-580-44.51-OAK (Lat: 37.821078, Lng: -122.256756), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,025 (year 2009), Truck Traffic: 1%, Features Intersected: PIEDMONT, BROADWAY, RICH, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 33 0285, Location: 04-ALA-580-44.51-OAK (Lat: 37.821078, Lng: -122.256756), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 24,025 (year 2009), Truck Traffic: 1%, Features Intersected: PIEDMONT, BROADWAY, RICH, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 33 0285, Location: 04-ALA-580-44.51-OAK (Lat: 37.821078, Lng: -122.256756), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2009), Truck Traffic: 1%, Features Intersected: PIEDMONT, BROADWAY, RICH, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 33 0285, Location: 04-ALA-580-44.51-OAK (Lat: 37.821078, Lng: -122.256756), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2009), Truck Traffic: 1%, Features Intersected: PIEDMONT, BROADWAY, RICH, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 33 0287, Location: 04-ALA-580-44.32-OAK (Lat: 37.818433, Lng: -122.253628), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 27.31m (89.60ft), Average Daily Traffic: 34,279 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 49,131 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 580, Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 273.10m (896.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $2,843,000, Roadway Improvement Cost: $568,000, Total Project Cost: $4,776,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0287, Location: 04-ALA-580-44.32-OAK (Lat: 37.818433, Lng: -122.253628), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 27.31m (89.60ft), Average Daily Traffic: 34,279 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 49,131 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 580, Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 273.10m (896.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $2,843,000, Roadway Improvement Cost: $568,000, Total Project Cost: $4,776,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0287, Location: 04-ALA-580-44.32-OAK (Lat: 37.818433, Lng: -122.253628), Route carried "under" structure: Interstate 580, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 175,000 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 4.432, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
Structure Number: 33 0287, Location: 04-ALA-580-44.32-OAK (Lat: 37.818433, Lng: -122.253628), Route carried "under" structure: Interstate 580, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 175,000 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 4.432, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
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Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 332,045 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.428, Lanes on structure: 8, Lanes under structure: 9, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 129.0m (423.2ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 41.4m (135.8ft), Out-to-Out Width: 42.8m (140.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 131.10m (430.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $5,620,000, Roadway Improvement Cost: $1,124,000, Total Project Cost: $9,441,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 332,045 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.428, Lanes on structure: 8, Lanes under structure: 9, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 129.0m (423.2ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 41.4m (135.8ft), Out-to-Out Width: 42.8m (140.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 131.10m (430.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $5,620,000, Roadway Improvement Cost: $1,124,000, Total Project Cost: $9,441,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "under" structure: Ramp Interstate 580, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 4.428, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "under" structure: Ramp Interstate 580, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 4.428, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,500 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 8.12m (26.64ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,500 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 8.12m (26.64ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,069 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 33 0288, Location: 04-ALA-580-44.28-OAK (Lat: 37.818969, Lng: -122.253411), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,069 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: ROUTE 580
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 33 0289K, Location: 04-ALA-580-44.33-OAK (Lat: 37.819211, Lng: -122.254744), Route carried "on" structure: Ramp Interstate 580, Year Built: 1961, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 9,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 10,582 (year 2034), Design Load: HS 20, Features Intersected: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.433, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.80m (87.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $55,000, Total Project Cost: $467,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0289K, Location: 04-ALA-580-44.33-OAK (Lat: 37.819211, Lng: -122.254744), Route carried "on" structure: Ramp Interstate 580, Year Built: 1961, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 9,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 10,582 (year 2034), Design Load: HS 20, Features Intersected: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.433, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.80m (87.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $55,000, Total Project Cost: $467,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0289K, Location: 04-ALA-580-44.33-OAK (Lat: 37.819211, Lng: -122.254744), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 20,595 (year 2009), Truck Traffic: 1%, Features Intersected: HARRISON STREET, Facility Carried by Structure: S580-OAKLAND AV OF
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 33 0289K, Location: 04-ALA-580-44.33-OAK (Lat: 37.819211, Lng: -122.254744), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 20,595 (year 2009), Truck Traffic: 1%, Features Intersected: HARRISON STREET, Facility Carried by Structure: S580-OAKLAND AV OF
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 33 0289S, Location: 04-ALA-580-44.33-OAK (Lat: 37.819619, Lng: -122.254128), Route carried "on" structure: Bypass Interstate 580, Year Built: 1961, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 13,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 14,815 (year 2034), Design Load: HS 20, Features Intersected: HARRISON STREET, Facility Carried by Structure: HARRISON&OAKLAND-N
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 4.433, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 88.0m (288.7ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 39.90m (130.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $82,000, Total Project Cost: $695,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0289S, Location: 04-ALA-580-44.33-OAK (Lat: 37.819619, Lng: -122.254128), Route carried "on" structure: Bypass Interstate 580, Year Built: 1961, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 13,500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 14,815 (year 2034), Design Load: HS 20, Features Intersected: HARRISON STREET, Facility Carried by Structure: HARRISON&OAKLAND-N
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 4.433, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 88.0m (288.7ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 39.90m (130.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $82,000, Total Project Cost: $695,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0289S, Location: 04-ALA-580-44.33-OAK (Lat: 37.819619, Lng: -122.254128), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 20,595 (year 2009), Truck Traffic: 1%, Features Intersected: HARRISON STREET, Facility Carried by Structure: HARRISON&OAKLAND-N
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 2.5m (8.2ft)
Structure Number: 33 0289S, Location: 04-ALA-580-44.33-OAK (Lat: 37.819619, Lng: -122.254128), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 20,595 (year 2009), Truck Traffic: 1%, Features Intersected: HARRISON STREET, Facility Carried by Structure: HARRISON&OAKLAND-N
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 2.5m (8.2ft)
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Structure Number: 33 029, Location: 04-ALA-580-44.07-OAK (Lat: 37.816175, Lng: -122.252147), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 4,640 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 5,327 (year 2034), Design Load: HS 20, Features Intersected: INTERSTATE 580, Facility Carried by Structure: CHETWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 029, Location: 04-ALA-580-44.07-OAK (Lat: 37.816175, Lng: -122.252147), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 4,640 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 5,327 (year 2034), Design Load: HS 20, Features Intersected: INTERSTATE 580, Facility Carried by Structure: CHETWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 029, Location: 04-ALA-580-44.07-OAK (Lat: 37.816175, Lng: -122.252147), Route carried "under" structure: Interstate 580, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: CHETWOOD ST
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.407, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 33 029, Location: 04-ALA-580-44.07-OAK (Lat: 37.816175, Lng: -122.252147), Route carried "under" structure: Interstate 580, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Features Intersected: INTERSTATE 580, Facility Carried by Structure: CHETWOOD ST
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.407, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 33 0296, Location: 04-ALA-580-44.81-OAK (Lat: 37.823133, Lng: -122.261808), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 332,045 (year 2038), Design Load: HS 20, Features Intersected: WEBSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.481, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 567.0m (1,860.2ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 55.9m (183.4ft), Out-to-Out Width: 56.7m (186.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0296, Location: 04-ALA-580-44.81-OAK (Lat: 37.823133, Lng: -122.261808), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 332,045 (year 2038), Design Load: HS 20, Features Intersected: WEBSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.481, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 567.0m (1,860.2ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 55.9m (183.4ft), Out-to-Out Width: 56.7m (186.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0296, Location: 04-ALA-580-44.81-OAK (Lat: 37.823133, Lng: -122.261808), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2009), Truck Traffic: 1%, Features Intersected: WEBSTER STREET, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 2.1m (6.9ft)
Structure Number: 33 0296, Location: 04-ALA-580-44.81-OAK (Lat: 37.823133, Lng: -122.261808), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2009), Truck Traffic: 1%, Features Intersected: WEBSTER STREET, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 2.1m (6.9ft)
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Structure Number: 33 0296K, Location: 04-ALA-580-44.81-OAK (Lat: 37.822567, Lng: -122.261722), Route carried "on" structure: Ramp Interstate 580, Year Built: 1961, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,960 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 3,383 (year 2034), Design Load: HS 20, Features Intersected: WEBSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.481, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.40m (139.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $87,000, Total Project Cost: $737,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0296K, Location: 04-ALA-580-44.81-OAK (Lat: 37.822567, Lng: -122.261722), Route carried "on" structure: Ramp Interstate 580, Year Built: 1961, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,960 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 3,383 (year 2034), Design Load: HS 20, Features Intersected: WEBSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.481, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.40m (139.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $87,000, Total Project Cost: $737,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0296K, Location: 04-ALA-580-44.81-OAK (Lat: 37.822567, Lng: -122.261722), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2009), Truck Traffic: 1%, Features Intersected: WEBSTER STREET, Facility Carried by Structure: E580-WEBSTER&BROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 33 0296K, Location: 04-ALA-580-44.81-OAK (Lat: 37.822567, Lng: -122.261722), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2009), Truck Traffic: 1%, Features Intersected: WEBSTER STREET, Facility Carried by Structure: E580-WEBSTER&BROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 33 0297, Location: 04-ALA-580-45.03-OAK (Lat: 37.823897, Lng: -122.265558), Route carried "on" structure: Interstate 580, Year Built: 1961, Year Reconstructed: 1969, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 174,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 338,392 (year 2038), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.503, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 457.0m (1,499.3ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 53.6m (175.9ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.90m (176.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0297, Location: 04-ALA-580-45.03-OAK (Lat: 37.823897, Lng: -122.265558), Route carried "on" structure: Interstate 580, Year Built: 1961, Year Reconstructed: 1969, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 174,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 338,392 (year 2038), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.503, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 457.0m (1,499.3ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 53.6m (175.9ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.90m (176.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0297, Location: 04-ALA-580-45.03-OAK (Lat: 37.823897, Lng: -122.265558), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,728 (year 2009), Truck Traffic: 1%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 33 0297, Location: 04-ALA-580-45.03-OAK (Lat: 37.823897, Lng: -122.265558), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,728 (year 2009), Truck Traffic: 1%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft)
