Bridge Statistics for Oakland, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 469Number of bridges
- 10,105ft / 3,080mTotal length
- $437,142,000Total costs
- 26,265,076Total average daily traffic
- 972,515Total average daily truck traffic
- 21,189,917Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Oakland
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 131930-1939
- 151940-1949
- 301950-1959
- 1791960-1969
- 1471970-1979
- 181980-1989
- 541990-1999
- 12000-2009
- 92010-2018
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 61960-1969
- 31970-1979
- 11980-1989
- 61990-1999
- 22000-2009
- 12010-2018
- Bridge Condition - Deck
- 9.8%Very good
- 72.5%Good
- 2.5%Satisfactory
- 12.3%Fair
- 2.9%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 68.3%Good
- 2.4%Satisfactory
- 19.5%Fair
- 1.5%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 82.0%Good
- 8.8%Satisfactory
- 1.0%Fair
- 0.5%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 31.3%Very good
- 40.6%Good
- 9.4%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Poor
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Structure Number: 33 0376, Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269, Lng: -122.228458), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 7,165 (year 2037), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 126.0m (413.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0376, Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269, Lng: -122.228458), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 7,165 (year 2037), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 126.0m (413.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0376, Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269, Lng: -122.228458), Route carried "under" structure: State highway 13, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 142,000 (year 2009), Truck Traffic: 3%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 0.958, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 5.6m (18.4ft)
Structure Number: 33 0376, Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269, Lng: -122.228458), Route carried "under" structure: State highway 13, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 142,000 (year 2009), Truck Traffic: 3%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 0.958, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 5.6m (18.4ft)
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Structure Number: 33 0377G, Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850, Lng: -122.226942), Route carried "on" structure: Ramp State highway 13, Year Built: 1970, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 40,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 57,320 (year 2037), Design Load: HS 20+Mod, Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.957, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0377G, Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850, Lng: -122.226942), Route carried "on" structure: Ramp State highway 13, Year Built: 1970, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 40,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 57,320 (year 2037), Design Load: HS 20+Mod, Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.957, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0377G, Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850, Lng: -122.226942), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 2%, Features Intersected: BROADWAY, Facility Carried by Structure: N13-E24 CONNECTOR
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 33 0377G, Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850, Lng: -122.226942), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 2%, Features Intersected: BROADWAY, Facility Carried by Structure: N13-E24 CONNECTOR
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 33 0378, Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633, Lng: -122.228661), Route carried "on" structure: State highway 24, Year Built: 1970, Year Reconstructed: 1973, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 147,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 191,243 (year 2037), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.508, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 408.0m (1,338.6ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 40.1m (131.6ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0378, Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633, Lng: -122.228661), Route carried "on" structure: State highway 24, Year Built: 1970, Year Reconstructed: 1973, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 147,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 191,243 (year 2037), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.508, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 408.0m (1,338.6ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 40.1m (131.6ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0378, Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633, Lng: -122.228661), Route carried "under" structure: State highway 13, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,900 (year 2010), Truck Traffic: 3%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: STATE ROUTE 24
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.962, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 33 0378, Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633, Lng: -122.228661), Route carried "under" structure: State highway 13, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,900 (year 2010), Truck Traffic: 3%, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: STATE ROUTE 24
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.962, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 33 0392L, Location: 04-ALA-024-R2.50-OAK (Lat: 37.833600, Lng: -122.265708), Route carried "on" structure: State highway 24, Year Built: 1969, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 92,800 (year 2037), Features Intersected: BARTD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.025, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 347.0m (1,138.5ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $70,000, Total Project Cost: $594,000 ( Estimate for 2018)
Structure Number: 33 0392L, Location: 04-ALA-024-R2.50-OAK (Lat: 37.833600, Lng: -122.265708), Route carried "on" structure: State highway 24, Year Built: 1969, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 92,800 (year 2037), Features Intersected: BARTD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.025, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 347.0m (1,138.5ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $70,000, Total Project Cost: $594,000 ( Estimate for 2018)
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Structure Number: 33 0411L, Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236, Lng: -122.264719), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20, Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0411L, Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236, Lng: -122.264719), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20, Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0411L, Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236, Lng: -122.264719), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 1998), Truck Traffic: 2%, Features Intersected: SHATTUCK AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 33 0411L, Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236, Lng: -122.264719), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 1998), Truck Traffic: 2%, Features Intersected: SHATTUCK AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 33 0411L, Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236, Lng: -122.264719), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 1998), Truck Traffic: 2%, Features Intersected: SHATTUCK AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 33 0411L, Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236, Lng: -122.264719), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 1998), Truck Traffic: 2%, Features Intersected: SHATTUCK AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 33 0411R, Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875, Lng: -122.264525), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20, Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0411R, Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875, Lng: -122.264525), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20, Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0411R, Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875, Lng: -122.264525), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 1998), Truck Traffic: 2%, Features Intersected: SHATTUCK AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 33 0411R, Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875, Lng: -122.264525), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 1998), Truck Traffic: 2%, Features Intersected: SHATTUCK AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 33 0412L, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217, Lng: -122.263742), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,672 (year 2040), Design Load: HS 20, Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0412L, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217, Lng: -122.263742), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,672 (year 2040), Design Load: HS 20, Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0412L, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217, Lng: -122.263742), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Features Intersected: 55TH STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 2.5m (8.2ft)
Structure Number: 33 0412L, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217, Lng: -122.263742), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Features Intersected: 55TH STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 2.5m (8.2ft)
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Structure Number: 33 0412R, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158, Lng: -122.263211), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,672 (year 2040), Design Load: HS 20, Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 216.0m (708.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0412R, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158, Lng: -122.263211), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,672 (year 2040), Design Load: HS 20, Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 216.0m (708.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0412R, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158, Lng: -122.263211), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Features Intersected: 55TH STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 33 0412R, Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158, Lng: -122.263211), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Features Intersected: 55TH STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 33 0413L, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908, Lng: -122.262622), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 153,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 280,954 (year 2040), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 235.0m (771.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0413L, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908, Lng: -122.262622), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 153,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 280,954 (year 2040), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 235.0m (771.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0413L, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908, Lng: -122.262622), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 22,152 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 33 0413L, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908, Lng: -122.262622), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 22,152 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 33 0413L, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908, Lng: -122.262622), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,420 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 33 0413L, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908, Lng: -122.262622), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,420 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 33 0413R, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706, Lng: -122.262286), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 147,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 270,344 (year 2040), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 226.0m (741.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0413R, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706, Lng: -122.262286), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 147,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 270,344 (year 2040), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 226.0m (741.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0413R, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706, Lng: -122.262286), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 22,241 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.3m (178.1ft)
Structure Number: 33 0413R, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706, Lng: -122.262286), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 22,241 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.3m (178.1ft)
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Structure Number: 33 0413S, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617, Lng: -122.262244), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 11,760 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 21,595 (year 2040), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 94.0m (308.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 72.50m (237.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $106,000, Total Project Cost: $890,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0413S, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617, Lng: -122.262244), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 11,760 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 21,595 (year 2040), Design Load: HS 20, Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 94.0m (308.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 72.50m (237.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $106,000, Total Project Cost: $890,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0413S, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617, Lng: -122.262244), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,840 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: E24-CLAREMONT OFF
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 33 0413S, Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617, Lng: -122.262244), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,840 (year 2010), Truck Traffic: 2%, Features Intersected: TELEGRAPH AVE, Facility Carried by Structure: E24-CLAREMONT OFF
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 33 0414K, Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994, Lng: -122.257689), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,609 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 10,300 (year 2040), Design Load: HS 20, Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0414K, Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994, Lng: -122.257689), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,609 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 10,300 (year 2040), Design Load: HS 20, Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0414K, Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994, Lng: -122.257689), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: W24-TELEGRAPH OFF
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 33 0414K, Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994, Lng: -122.257689), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: W24-TELEGRAPH OFF
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 33 0414L, Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375, Lng: -122.258269), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.332, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0414L, Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375, Lng: -122.258269), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.332, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0414L, Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375, Lng: -122.258269), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 33 0414L, Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375, Lng: -122.258269), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 33 0414R, Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919, Lng: -122.258525), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 216.0m (708.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0414R, Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919, Lng: -122.258525), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 216.0m (708.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0414R, Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919, Lng: -122.258525), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
Structure Number: 33 0414R, Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919, Lng: -122.258525), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
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Structure Number: 33 0414R, Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919, Lng: -122.258525), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
Structure Number: 33 0414R, Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919, Lng: -122.258525), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2010), Truck Traffic: 2%, Features Intersected: CLAREMONT AVE, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
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Structure Number: 33 0416K, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342, Lng: -122.266036), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 6,676 (year 2037), Design Load: HS 20, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 5.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0416K, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342, Lng: -122.266036), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 6,676 (year 2037), Design Load: HS 20, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 5.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0416K, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342, Lng: -122.266036), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: 52ND STREET, Facility Carried by Structure: 52ND WB-W24 ON RMP
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 33 0416K, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342, Lng: -122.266036), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: 52ND STREET, Facility Carried by Structure: 52ND WB-W24 ON RMP
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 33 0416L, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403, Lng: -122.265547), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20+Mod, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0416L, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403, Lng: -122.265547), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20+Mod, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0416L, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403, Lng: -122.265547), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 2%, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 33 0416L, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403, Lng: -122.265547), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 2%, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 33 0416L, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403, Lng: -122.265547), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: 52ND STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 33 0416L, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403, Lng: -122.265547), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: 52ND STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 33 0416R, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469, Lng: -122.265150), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0416R, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469, Lng: -122.265150), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 94,987 (year 2037), Design Load: HS 20, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0416R, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469, Lng: -122.265150), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 2%, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 33 0416R, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469, Lng: -122.265150), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 2%, Features Intersected: 52ND STREET
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.277, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 33 0416R, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469, Lng: -122.265150), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: 52ND STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 33 0416R, Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469, Lng: -122.265150), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 2%, Features Intersected: 52ND STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 33 0417L, Location: 04-ALA-024-R3.55-OAK (Lat: 37.843608, Lng: -122.254478), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 42.08m (138.06ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.355, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.0m (6.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 19, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0417L, Location: 04-ALA-024-R3.55-OAK (Lat: 37.843608, Lng: -122.254478), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 42.08m (138.06ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.355, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.0m (6.6ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 19, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0417R, Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314, Lng: -122.254283), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 18, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0417R, Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314, Lng: -122.254283), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 41.15m (135.01ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 18, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0417R, Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314, Lng: -122.254283), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 840 (year 2010), Truck Traffic: 5%, Features Intersected: COLLEGE AVE & FOREST ST, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.2m (10.5ft)
Structure Number: 33 0417R, Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314, Lng: -122.254283), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 840 (year 2010), Truck Traffic: 5%, Features Intersected: COLLEGE AVE & FOREST ST, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.2m (10.5ft)
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Structure Number: 33 0417R, Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314, Lng: -122.254283), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 840 (year 2010), Truck Traffic: 5%, Features Intersected: COLLEGE AVE & FOREST ST, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 24.16m (79.27ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.2m (10.5ft)
Structure Number: 33 0417R, Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314, Lng: -122.254283), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 840 (year 2010), Truck Traffic: 5%, Features Intersected: COLLEGE AVE & FOREST ST, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 24.16m (79.27ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.2m (10.5ft)
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Structure Number: 33 0418L, Location: 04-ALA-024-R3.97-OAK (Lat: 37.846394, Lng: -122.247436), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 262.0m (859.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0418L, Location: 04-ALA-024-R3.97-OAK (Lat: 37.846394, Lng: -122.247436), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 262.0m (859.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0418R, Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061, Lng: -122.247214), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 247.0m (810.4ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 3.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0418R, Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061, Lng: -122.247214), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 247.0m (810.4ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 3.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0418R, Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061, Lng: -122.247214), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,170 (year 2010), Truck Traffic: 3%, Features Intersected: PRESLEY WAY, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 33 0418R, Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061, Lng: -122.247214), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,170 (year 2010), Truck Traffic: 3%, Features Intersected: PRESLEY WAY, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 33 0419K, Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794, Lng: -122.244439), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 7,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 9,284 (year 2040), Design Load: HS 20, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.421, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0419K, Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794, Lng: -122.244439), Route carried "on" structure: Bypass State highway 24, Year Built: 1970, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 7,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 9,284 (year 2040), Design Load: HS 20, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.421, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0419K, Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794, Lng: -122.244439), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: W24-BROADWAY OFFRP
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 33 0419K, Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794, Lng: -122.244439), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: W24-BROADWAY OFFRP
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 33 0419K, Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794, Lng: -122.244439), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: W24-BROADWAY OFFRP
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 33 0419K, Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794, Lng: -122.244439), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: W24-BROADWAY OFFRP
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 25.73m (84.42ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.417, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 241.0m (790.7ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 257.30m (844.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $5,505,000, Roadway Improvement Cost: $1,101,000, Total Project Cost: $9,248,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 25.73m (84.42ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 262,591 (year 2040), Design Load: HS 20, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.417, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 241.0m (790.7ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 257.30m (844.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $5,505,000, Roadway Improvement Cost: $1,101,000, Total Project Cost: $9,248,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 6.29m (20.64ft), Kilometerpoint: 0.417, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 6.29m (20.64ft), Kilometerpoint: 0.417, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.421, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.421, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 1.08m (3.54ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 33 0419L, Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953, Lng: -122.244503), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 1.08m (3.54ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 96,903 (year 2040), Design Load: HS 20, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.415, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 75,500 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 96,903 (year 2040), Design Load: HS 20, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.415, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 2.1m (6.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,990 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.415, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "under" structure: Ramp State highway 24, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,990 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.415, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
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Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,990 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,990 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
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Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,860 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
Structure Number: 33 0419R, Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522, Lng: -122.244617), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,860 (year 2010), Truck Traffic: 3%, Features Intersected: PATTON STREET, Facility Carried by Structure: STATE ROUTE 24 EB
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 3.9m (12.8ft)
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Structure Number: 33 0420L, Location: 04-ALA-024-R4.44-OAK (Lat: 37.849983, Lng: -122.240078), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 650 (year 2010), Truck Traffic: 2%, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 0.98m (3.22ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 33 0420L, Location: 04-ALA-024-R4.44-OAK (Lat: 37.849983, Lng: -122.240078), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 650 (year 2010), Truck Traffic: 2%, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: STATE ROUTE 24 WB
Minimum Vertical Clearance: 0.98m (3.22ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 33 0420R, Location: 04-ALA-024-R4.44-OAK (Lat: 37.849664, Lng: -122.240119), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 257,400 (year 2037), Design Load: HS 20, Features Intersected: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.444, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 253.0m (830.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33 0420R, Location: 04-ALA-024-R4.44-OAK (Lat: 37.849664, Lng: -122.240119), Route carried "on" structure: State highway 24, Year Built: 1970, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 143,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 257,400 (year 2037), Design Load: HS 20, Features Intersected: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.444, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 253.0m (830.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place
