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: 28 0283L, Location: 04-CC-024-R0.28 (Lat: 37.861122, Lng: -122.209681), Route carried "on" structure: ServiceOther road , Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 5 (year 2039), Design Load: HS 20, Features Intersected: STATE ROUTE 24, Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.1m (3.6ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 7.1 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: Meets minimum limits, 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: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $14,000, Total Project Cost: $122,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28 0283L, Location: 04-CC-024-R0.28 (Lat: 37.861122, Lng: -122.209681), Route carried "on" structure: ServiceOther road , Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 5 (year 2039), Design Load: HS 20, Features Intersected: STATE ROUTE 24, Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.1m (3.6ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 7.1 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: Meets minimum limits, 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: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $14,000, Total Project Cost: $122,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28 0283L, Location: 04-CC-024-R0.28 (Lat: 37.861122, Lng: -122.209681), Route carried "under" structure: State highway 24, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 155,000 (year 2009), Features Intersected: STATE ROUTE 24, Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 0.028, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 1.1m (3.6ft)
Structure Number: 28 0283L, Location: 04-CC-024-R0.28 (Lat: 37.861122, Lng: -122.209681), Route carried "under" structure: State highway 24, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 155,000 (year 2009), Features Intersected: STATE ROUTE 24, Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 0.028, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 1.1m (3.6ft)
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Structure Number: 33 0041, Location: 04-ALA-880-28.24-OAK (Lat: 37.773172, Lng: -122.227425), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 42.98m (141.01ft), Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 294,420 (year 2035), Design Load: HS 20, Features Intersected: UP RR SPUR,FRUITVALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.824, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 305.0m (1,000.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33 0041, Location: 04-ALA-880-28.24-OAK (Lat: 37.773172, Lng: -122.227425), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 42.98m (141.01ft), Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 294,420 (year 2035), Design Load: HS 20, Features Intersected: UP RR SPUR,FRUITVALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.824, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 305.0m (1,000.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33 0041, Location: 04-ALA-880-28.24-OAK (Lat: 37.773172, Lng: -122.227425), Route carried "under" structure: City street , Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 19,147 (year 1999), Truck Traffic: 6%, Features Intersected: UP RR SPUR,FRUITVALE AVE, Facility Carried by Structure: I 880
Minimum Vertical Clearance: 7.18m (23.56ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 33 0041, Location: 04-ALA-880-28.24-OAK (Lat: 37.773172, Lng: -122.227425), Route carried "under" structure: City street , Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 19,147 (year 1999), Truck Traffic: 6%, Features Intersected: UP RR SPUR,FRUITVALE AVE, Facility Carried by Structure: I 880
Minimum Vertical Clearance: 7.18m (23.56ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 33 0061L, Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517, Lng: -122.287489), Route carried "under" structure: Interstate 880, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 109,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 33 0061L, Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517, Lng: -122.287489), Route carried "under" structure: Interstate 880, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 109,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 33 0061L, Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517, Lng: -122.287489), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 33 0061L, Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517, Lng: -122.287489), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 33 0061L, Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517, Lng: -122.287489), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 33 0061L, Location: 04-ALA-580-46.50L-OAK (Lat: 37.826517, Lng: -122.287489), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "on" structure: Interstate 580, Year Built: 1935, Year Reconstructed: 2006, Status: Open, Structure Length: 112.41m (368.80ft), Average Daily Traffic: 55,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 75,000 (year 2037), Design Load: H 15, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.465, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.0m (3.3ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 51, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1124.10m (3687.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2017, Critical Feature Inspection Date: October 2016, Bridge Improvement Cost: $18,690,000, Roadway Improvement Cost: $3,738,000, Total Project Cost: $31,399,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "on" structure: Interstate 580, Year Built: 1935, Year Reconstructed: 2006, Status: Open, Structure Length: 112.41m (368.80ft), Average Daily Traffic: 55,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 75,000 (year 2037), Design Load: H 15, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.465, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.0m (3.3ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 51, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1124.10m (3687.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2017, Critical Feature Inspection Date: October 2016, Bridge Improvement Cost: $18,690,000, Roadway Improvement Cost: $3,738,000, Total Project Cost: $31,399,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: Ramp Interstate 580, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 53,520 (year 2009), Truck Traffic: 2%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.465, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: Ramp Interstate 580, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 53,520 (year 2009), Truck Traffic: 2%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.465, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: Interstate 880, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 81,000 (year 2009), Truck Traffic: 14%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: Interstate 880, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 81,000 (year 2009), Truck Traffic: 14%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: Interstate 80, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 149,000 (year 2009), Truck Traffic: 2%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.028, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: Interstate 80, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 149,000 (year 2009), Truck Traffic: 2%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.028, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: City street , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: City street , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: City street , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 33 0061R, Location: 04-ALA-580-46.50R-OAK (Lat: 37.826653, Lng: -122.287517), Route carried "under" structure: City street , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 3%, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC, Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 33 0082, Location: 04-ALA-112-R0.06-SLN (Lat: 37.716486, Lng: -122.185903), Route carried "on" structure: State highway 112, Year Built: 1982, Status: Open, Structure Length: 40.39m (132.51ft), Average Daily Traffic: 41,250 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 50,700 (year 2034), Design Load: HS 20+Mod, Features Intersected: UP RR, CARDEN & BEECHER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 18, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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 0082, Location: 04-ALA-112-R0.06-SLN (Lat: 37.716486, Lng: -122.185903), Route carried "on" structure: State highway 112, Year Built: 1982, Status: Open, Structure Length: 40.39m (132.51ft), Average Daily Traffic: 41,250 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 50,700 (year 2034), Design Load: HS 20+Mod, Features Intersected: UP RR, CARDEN & BEECHER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 18, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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 0088L, Location: 04-ALA-880-25.50-OAK (Lat: 37.739969, Lng: -122.196458), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 19,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 62,862 (year 2034), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 183.0m (600.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0088L, Location: 04-ALA-880-25.50-OAK (Lat: 37.739969, Lng: -122.196458), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 19,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 62,862 (year 2034), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 183.0m (600.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0088L, Location: 04-ALA-880-25.50-OAK (Lat: 37.739969, Lng: -122.196458), Route carried "under" structure: Interstate 880, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.255, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 65.5m (214.9ft)
Structure Number: 33 0088L, Location: 04-ALA-880-25.50-OAK (Lat: 37.739969, Lng: -122.196458), Route carried "under" structure: Interstate 880, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.255, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 65.5m (214.9ft)
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Structure Number: 33 0088R, Location: 04-ALA-880-25.49-OAK (Lat: 37.739722, Lng: -122.196217), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 19,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 62,862 (year 2034), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 168.0m (551.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $2,816,000, Roadway Improvement Cost: $563,000, Total Project Cost: $4,730,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0088R, Location: 04-ALA-880-25.49-OAK (Lat: 37.739722, Lng: -122.196217), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 19,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 62,862 (year 2034), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 168.0m (551.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $2,816,000, Roadway Improvement Cost: $563,000, Total Project Cost: $4,730,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0088R, Location: 04-ALA-880-25.49-OAK (Lat: 37.739722, Lng: -122.196217), Route carried "under" structure: Interstate 880, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.549, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 33 0088R, Location: 04-ALA-880-25.49-OAK (Lat: 37.739722, Lng: -122.196217), Route carried "under" structure: Interstate 880, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.549, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 33 0105L, Location: 04-ALA-013-5.01-OAK (Lat: 37.793714, Lng: -122.181875), Route carried "on" structure: State highway 13, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 47,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 67,351 (year 2037), Design Load: HS 20, Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.501, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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 0105L, Location: 04-ALA-013-5.01-OAK (Lat: 37.793714, Lng: -122.181875), Route carried "on" structure: State highway 13, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 47,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 67,351 (year 2037), Design Load: HS 20, Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.501, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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 0105L, Location: 04-ALA-013-5.01-OAK (Lat: 37.793714, Lng: -122.181875), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 1%, Features Intersected: CARSON STREET, Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 5.51m (18.08ft), 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: 24.8m (81.4ft)
Structure Number: 33 0105L, Location: 04-ALA-013-5.01-OAK (Lat: 37.793714, Lng: -122.181875), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 1%, Features Intersected: CARSON STREET, Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 5.51m (18.08ft), 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: 24.8m (81.4ft)
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Structure Number: 33 0105R, Location: 04-ALA-013-5.01-OAK (Lat: 37.793894, Lng: -122.181700), Route carried "on" structure: State highway 13, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 47,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 67,351 (year 2037), Design Load: HS 20, Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.501, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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 0105R, Location: 04-ALA-013-5.01-OAK (Lat: 37.793894, Lng: -122.181700), Route carried "on" structure: State highway 13, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 47,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 67,351 (year 2037), Design Load: HS 20, Features Intersected: CARSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.501, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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 0105R, Location: 04-ALA-013-5.01-OAK (Lat: 37.793894, Lng: -122.181700), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 1%, Features Intersected: CARSON STREET, Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 4.59m (15.06ft), 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: 24.8m (81.4ft)
Structure Number: 33 0105R, Location: 04-ALA-013-5.01-OAK (Lat: 37.793894, Lng: -122.181700), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 1%, Features Intersected: CARSON STREET, Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 4.59m (15.06ft), 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: 24.8m (81.4ft)
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Structure Number: 33 0109, Location: 04-ALA-185-8.64-OAK (Lat: 37.757797, Lng: -122.183839), Route carried "on" structure: State highway 185, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 45,800 (year 2034), Features Intersected: ARROYO VIEJO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.864, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 212.0m (695.5ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0109, Location: 04-ALA-185-8.64-OAK (Lat: 37.757797, Lng: -122.183839), Route carried "on" structure: State highway 185, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 45,800 (year 2034), Features Intersected: ARROYO VIEJO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.864, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 212.0m (695.5ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 011, Location: 04-ALA-880-24.74-OAK (Lat: 37.731364, Lng: -122.188894), Route carried "under" structure: Interstate 880, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 98TH AVE
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 2.474, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.8m (156.8ft)
Structure Number: 33 011, Location: 04-ALA-880-24.74-OAK (Lat: 37.731364, Lng: -122.188894), Route carried "under" structure: Interstate 880, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 98TH AVE
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 2.474, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.8m (156.8ft)
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Structure Number: 33 0113, Location: 04-ALA-880-25.97-OAK (Lat: 37.746464, Lng: -122.201206), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1995, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 289,056 (year 2034), Design Load: HS 20, Features Intersected: ELMHURST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.597, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 185.0m (607.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0113, Location: 04-ALA-880-25.97-OAK (Lat: 37.746464, Lng: -122.201206), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1995, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 289,056 (year 2034), Design Load: HS 20, Features Intersected: ELMHURST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.597, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 185.0m (607.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.809817, Lng: -122.245992), Route carried "on" structure: Interstate 580, Year Built: 1962, Status: Open, Structure Length: 25.54m (83.79ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 307,070 (year 2038), Design Load: HS 20, Features Intersected: LAKESHORE BL & GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.348, Lanes on structure: 8, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 421.0m (1,381.2ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 255.40m (837.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $11,045,000, Roadway Improvement Cost: $2,209,000, Total Project Cost: $18,555,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.809817, Lng: -122.245992), Route carried "on" structure: Interstate 580, Year Built: 1962, Status: Open, Structure Length: 25.54m (83.79ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 307,070 (year 2038), Design Load: HS 20, Features Intersected: LAKESHORE BL & GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.348, Lanes on structure: 8, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 421.0m (1,381.2ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 255.40m (837.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $11,045,000, Roadway Improvement Cost: $2,209,000, Total Project Cost: $18,555,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.809817, Lng: -122.245992), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,720 (year 2009), Truck Traffic: 3%, Features Intersected: LAKESHORE BL & GRAND AVE, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft), 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: 37.2m (122.0ft)
Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.809817, Lng: -122.245992), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 24,720 (year 2009), Truck Traffic: 3%, Features Intersected: LAKESHORE BL & GRAND AVE, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft), 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: 37.2m (122.0ft)
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Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.809817, Lng: -122.245992), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,500 (year 2009), Truck Traffic: 3%, Features Intersected: LAKESHORE BL & GRAND AVE, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.809817, Lng: -122.245992), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,500 (year 2009), Truck Traffic: 3%, Features Intersected: LAKESHORE BL & GRAND AVE, Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 33 0132Y, Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225, Lng: -122.240369), Route carried "on" structure: State highway 24, Year Built: 1934, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 1,050 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,365 (year 2037), Design Load: H 15, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0132Y, Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225, Lng: -122.240369), Route carried "on" structure: State highway 24, Year Built: 1934, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 1,050 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,365 (year 2037), Design Load: H 15, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0132Y, Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225, Lng: -122.240369), Route carried "under" structure: City street , Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 650 (year 2010), Truck Traffic: 2%, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 3.94m (12.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 33 0132Y, Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225, Lng: -122.240369), Route carried "under" structure: City street , Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 650 (year 2010), Truck Traffic: 2%, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 3.94m (12.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 33 0134J, Location: 04-ALA-980-1.68-OAK (Lat: 37.819378, Lng: -122.270278), Route carried "on" structure: Ramp Interstate 980, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 7,500 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 7,753 (year 2033), Design Load: HS 20, Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.168, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0134J, Location: 04-ALA-980-1.68-OAK (Lat: 37.819378, Lng: -122.270278), Route carried "on" structure: Ramp Interstate 980, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 7,500 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 7,753 (year 2033), Design Load: HS 20, Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.168, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0134T, Location: 04-ALA-980-1.68-OAK (Lat: 37.819183, Lng: -122.269031), Route carried "on" structure: Ramp Interstate 980, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,600 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 6,835 (year 2033), Design Load: HS 20, Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.168, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0134T, Location: 04-ALA-980-1.68-OAK (Lat: 37.819183, Lng: -122.269031), Route carried "on" structure: Ramp Interstate 980, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,600 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 6,835 (year 2033), Design Load: HS 20, Features Intersected: 30TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.168, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.784753, Lng: -122.243100), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 7,141 (year 2037), Design Load: HS 20+Mod, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE
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: 99.0m (324.8ft), Skew: 9 degrees, Material/Design: Prestressed 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: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $4,229,000, Roadway Improvement Cost: $845,000, Total Project Cost: $7,104,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.784753, Lng: -122.243100), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 7,141 (year 2037), Design Load: HS 20+Mod, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE
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: 99.0m (324.8ft), Skew: 9 degrees, Material/Design: Prestressed 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: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $4,229,000, Roadway Improvement Cost: $845,000, Total Project Cost: $7,104,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.784753, Lng: -122.243100), Route carried "under" structure: Interstate 880, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 0.64m (2.10ft), Kilometerpoint: 2.969, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.784753, Lng: -122.243100), Route carried "under" structure: Interstate 880, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 0.64m (2.10ft), Kilometerpoint: 2.969, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.784753, Lng: -122.243100), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 1%, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.784753, Lng: -122.243100), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 1%, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 33 0139, Location: 04-ALA-880-28.93-OAK (Lat: 37.776628, Lng: -122.236700), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 5,800 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 15,768 (year 2035), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
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: 73.0m (239.5ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 153.30m (502.95ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Critical Feature Inspection Date: March 2017, Bridge Improvement Cost: $1,505,000, Roadway Improvement Cost: $301,000, Total Project Cost: $2,528,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0139, Location: 04-ALA-880-28.93-OAK (Lat: 37.776628, Lng: -122.236700), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 5,800 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 15,768 (year 2035), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
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: 73.0m (239.5ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 153.30m (502.95ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Critical Feature Inspection Date: March 2017, Bridge Improvement Cost: $1,505,000, Roadway Improvement Cost: $301,000, Total Project Cost: $2,528,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0139, Location: 04-ALA-880-28.93-OAK (Lat: 37.776628, Lng: -122.236700), Route carried "under" structure: Interstate 880, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.893, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 33 0139, Location: 04-ALA-880-28.93-OAK (Lat: 37.776628, Lng: -122.236700), Route carried "under" structure: Interstate 880, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.893, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 33 0141, Location: 04-ALA-880-28.69-OAK (Lat: 37.774333, Lng: -122.234053), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 18.56m (60.89ft), Average Daily Traffic: 11,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 12,531 (year 2033), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 29TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.7 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: Equal to present desirable 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: 185.60m (608.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2015, Bridge Improvement Cost: $2,012,000, Roadway Improvement Cost: $402,000, Total Project Cost: $3,380,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0141, Location: 04-ALA-880-28.69-OAK (Lat: 37.774333, Lng: -122.234053), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 18.56m (60.89ft), Average Daily Traffic: 11,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 12,531 (year 2033), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 29TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.7 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: Equal to present desirable 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: 185.60m (608.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2015, Bridge Improvement Cost: $2,012,000, Roadway Improvement Cost: $402,000, Total Project Cost: $3,380,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0141, Location: 04-ALA-880-28.69-OAK (Lat: 37.774333, Lng: -122.234053), Route carried "under" structure: Interstate 880, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 29TH AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.869, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 33 0141, Location: 04-ALA-880-28.69-OAK (Lat: 37.774333, Lng: -122.234053), Route carried "under" structure: Interstate 880, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 29TH AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.869, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 33 0142, Location: 04-ALA-880-26.53-OAK (Lat: 37.753083, Lng: -122.207081), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 288,095 (year 2035), Design Load: HS 20, Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.653, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 186.0m (610.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0142, Location: 04-ALA-880-26.53-OAK (Lat: 37.753083, Lng: -122.207081), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 288,095 (year 2035), Design Load: HS 20, Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.653, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 186.0m (610.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0142K, Location: 04-ALA-880-26.53-OAK (Lat: 37.752953, Lng: -122.207544), Route carried "on" structure: Ramp Interstate 880, Year Built: 1948, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 3,300 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 7,213 (year 2035), Design Load: HS 20, Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.653, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: January 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0142K, Location: 04-ALA-880-26.53-OAK (Lat: 37.752953, Lng: -122.207544), Route carried "on" structure: Ramp Interstate 880, Year Built: 1948, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 3,300 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 7,213 (year 2035), Design Load: HS 20, Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.653, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: January 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0142S, Location: 04-ALA-880-26.53-OAK (Lat: 37.753208, Lng: -122.206800), Route carried "on" structure: Ramp Interstate 880, Year Built: 1968, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,250 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 4,152 (year 2035), Design Load: HS 20, Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), 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, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0142S, Location: 04-ALA-880-26.53-OAK (Lat: 37.753208, Lng: -122.206800), Route carried "on" structure: Ramp Interstate 880, Year Built: 1968, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,250 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 4,152 (year 2035), Design Load: HS 20, Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), 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, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0143, Location: 04-ALA-880-27.23-OAK (Lat: 37.761419, Lng: -122.214347), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 0.28m (0.92ft), Average Daily Traffic: 221,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 291,564 (year 2035), Design Load: HS 20, Features Intersected: EAST CREEK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.723, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 223.0m (731.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0143, Location: 04-ALA-880-27.23-OAK (Lat: 37.761419, Lng: -122.214347), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 0.28m (0.92ft), Average Daily Traffic: 221,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 291,564 (year 2035), Design Load: HS 20, Features Intersected: EAST CREEK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.723, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 223.0m (731.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0147, Location: 04-ALA-013-5.39-OAK (Lat: 37.798506, Lng: -122.185642), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 14,330 (year 2037), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 171.0m (561.0ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0147, Location: 04-ALA-013-5.39-OAK (Lat: 37.798506, Lng: -122.185642), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 14,330 (year 2037), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 171.0m (561.0ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum 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 0147, Location: 04-ALA-013-5.39-OAK (Lat: 37.798506, Lng: -122.185642), Route carried "under" structure: State highway 13, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 78,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.539, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 33 0147, Location: 04-ALA-013-5.39-OAK (Lat: 37.798506, Lng: -122.185642), Route carried "under" structure: State highway 13, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 78,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.539, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 33 0149, Location: 04-ALA-880-28.98-OAK (Lat: 37.776628, Lng: -122.236825), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 28.62m (93.90ft), Average Daily Traffic: 11,500 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 15,768 (year 2035), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
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: 73.0m (239.5ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 286.20m (938.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Critical Feature Inspection Date: March 2017, Bridge Improvement Cost: $2,530,000, Roadway Improvement Cost: $506,000, Total Project Cost: $4,250,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0149, Location: 04-ALA-880-28.98-OAK (Lat: 37.776628, Lng: -122.236825), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 28.62m (93.90ft), Average Daily Traffic: 11,500 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 15,768 (year 2035), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
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: 73.0m (239.5ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 286.20m (938.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Critical Feature Inspection Date: March 2017, Bridge Improvement Cost: $2,530,000, Roadway Improvement Cost: $506,000, Total Project Cost: $4,250,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0149, Location: 04-ALA-880-28.98-OAK (Lat: 37.776628, Lng: -122.236825), Route carried "under" structure: Interstate 880, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.898, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 33 0149, Location: 04-ALA-880-28.98-OAK (Lat: 37.776628, Lng: -122.236825), Route carried "under" structure: Interstate 880, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.898, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 33 0150L, Location: 04-ALA-580-19.35-PLE (Lat: 37.701544, Lng: -121.897736), Route carried "on" structure: Interstate 580, Year Built: 1994, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 96,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 150,993 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEMARCUS BLVD (BARTD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.935, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 317.0m (1,040.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.8m (107.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.10m (157.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $1,578,000, Roadway Improvement Cost: $322,000, Total Project Cost: $2,711,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0150L, Location: 04-ALA-580-19.35-PLE (Lat: 37.701544, Lng: -121.897736), Route carried "on" structure: Interstate 580, Year Built: 1994, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 96,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 150,993 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEMARCUS BLVD (BARTD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.935, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 317.0m (1,040.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.8m (107.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.10m (157.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $1,578,000, Roadway Improvement Cost: $322,000, Total Project Cost: $2,711,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0159, Location: 04-ALA-013-7.40-OAK (Lat: 37.821475, Lng: -122.207303), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 22,979 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 32,928 (year 2037), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 177.0m (580.7ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), 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: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2015, Bridge Improvement Cost: $865,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,453,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0159, Location: 04-ALA-013-7.40-OAK (Lat: 37.821475, Lng: -122.207303), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 22,979 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 32,928 (year 2037), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 177.0m (580.7ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), 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: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2015, Bridge Improvement Cost: $865,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,453,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0159, Location: 04-ALA-013-7.40-OAK (Lat: 37.821475, Lng: -122.207303), Route carried "under" structure: State highway 13, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.074, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 33 0159, Location: 04-ALA-013-7.40-OAK (Lat: 37.821475, Lng: -122.207303), Route carried "under" structure: State highway 13, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 110,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.074, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 33 016, Location: 04-ALA-013-7.76-OAK (Lat: 37.825919, Lng: -122.210956), Route carried "under" structure: State highway 13, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 114,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LA SALLE AVE
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.776, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 33 016, Location: 04-ALA-013-7.76-OAK (Lat: 37.825919, Lng: -122.210956), Route carried "under" structure: State highway 13, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 114,000 (year 2009), Truck Traffic: 2%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LA SALLE AVE
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.776, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 33 0162, Location: 04-ALA-013-9.07-OAK (Lat: 37.841425, Lng: -122.224400), Route carried "on" structure: State highway 13, Year Built: 1951, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 136,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 194,887 (year 2037), Design Load: HS 20, Features Intersected: BROADWAY TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.907, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 26.2 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: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.30m (119.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,182,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33 0162, Location: 04-ALA-013-9.07-OAK (Lat: 37.841425, Lng: -122.224400), Route carried "on" structure: State highway 13, Year Built: 1951, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 136,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 194,887 (year 2037), Design Load: HS 20, Features Intersected: BROADWAY TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.907, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 26.2 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: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.30m (119.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,182,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33 0162, Location: 04-ALA-013-9.07-OAK (Lat: 37.841425, Lng: -122.224400), Route carried "under" structure: City street , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 14,422 (year 2009), Truck Traffic: 3%, Features Intersected: BROADWAY TERRACE, Facility Carried by Structure: STATE ROUTE 13
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 33 0162, Location: 04-ALA-013-9.07-OAK (Lat: 37.841425, Lng: -122.224400), Route carried "under" structure: City street , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 14,422 (year 2009), Truck Traffic: 3%, Features Intersected: BROADWAY TERRACE, Facility Carried by Structure: STATE ROUTE 13
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 33 0164K, Location: 04-ALA-013-R9.16-OAK (Lat: 37.842514, Lng: -122.225853), Route carried "on" structure: Ramp State highway 13, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,165 (year 2037), Features Intersected: LAKE TEMESCAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.916, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 74.0m (242.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017
Structure Number: 33 0164K, Location: 04-ALA-013-R9.16-OAK (Lat: 37.842514, Lng: -122.225853), Route carried "on" structure: Ramp State highway 13, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,165 (year 2037), Features Intersected: LAKE TEMESCAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.916, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 74.0m (242.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017