 |
 |
Bridge Statistics for Oakland, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Oakland, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 534
Total length: 20,399 meters (66,926ft) Total costs: $778,627,000 Total average daily traffic: 28,687,837 Total average daily truck traffic: 1,029,191 National Bridge Inventory (NBI) Registered Bridges for Oakland
No street view available for this location
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: 33 0025, Location: 04-ALA-080-1.15-OAK (Lat: 37.814944, Lng: -122.356861), Route carried "on" structure: Interstate 80, Year Built: 1936, Year Reconstructed: 1962, Status: Open, Structure Length: 716.20m (2349.74ft), Average Daily Traffic: 277,700 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 334,528 (year 2029), Design Load: HS 20, Features Intersected: SAN FRANCISCO BAY Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.150, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Toll: Toll bridge, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Navigation Control: Yes ( Vertical Clearance: 56.4m (185.0ft), Horizontal Clearance: 405.1m (1,329.1ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 426.7m (1,399.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 716.20m (2349.74ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 12, Critical Feature Inspection Date: May 11, Underwater Inspection Date: August 2009, Bridge Improvement Cost: $124,686,000, Roadway Improvement Cost: $24,937,000, Total Project Cost: $209,472,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >> Show street view
Structure Number: 33 0027, Location: 04-ALA-880-30.38-OAK (Lat: 37.791667, Lng: -122.260000), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 77.85m (255.41ft), Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 294,420 (year 2033), Design Load: HS 20, Features Intersected: UP RR,BNSF,AMTRAK,5TH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.380, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 49, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 33.2m (108.9ft) Condition: Deck: Imminent failure, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 77.85m (255.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Critical Feature Inspection Date: October 10, Bridge Improvement Cost: $55,712,000, Roadway Improvement Cost: $11,142,000, Total Project Cost: $93,597,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0040L, Location: 04-ALA-880-27.63-OAK (Lat: 37.768336, Lng: -122.218336), Route carried "on" structure: Interstate 880, Year Built: 1950, Year Reconstructed: 1963, Status: Open, Structure Length: 52.79m (173.20ft), Average Daily Traffic: 110,500 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 145,782 (year 2033), Design Load: HS 20, Features Intersected: UP RR,AMTRAK,SR 77,HIGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.630, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 52.79m (173.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 11, Critical Feature Inspection Date: August 11, Bridge Improvement Cost: $21,463,000, Roadway Improvement Cost: $4,292,000, Total Project Cost: $36,058,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 33 0040R, Location: 04-ALA-880-27.63-OAK (Lat: 37.768333, Lng: -122.218333), Route carried "on" structure: Interstate 880, Year Built: 1950, Year Reconstructed: 1963, Status: Open, Structure Length: 53.16m (174.41ft), Average Daily Traffic: 110,500 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 145,782 (year 2033), Design Load: HS 20, Features Intersected: UP RR,AMTRAK,SR 77,HIGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.630, Lanes on structure: 4, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.16m (174.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 11, Critical Feature Inspection Date: March 11, Bridge Improvement Cost: $20,907,000, Roadway Improvement Cost: $4,181,000, Total Project Cost: $35,123,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0041, Location: 04-ALA-880-28.24-OAK (Lat: 37.771667, Lng: -122.225000), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 42.98m (141.01ft), Average Daily Traffic: 225,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 294,420 (year 2033), Design Load: HS 20, Features Intersected: UP RR SPUR,FRUITVALE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.240, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 31.0m (101.7ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 33 0061L, Location: 04-ALA-580-46.5-OAK (Lat: 37.827194, Lng: -122.291861), Route carried "on" structure: Interstate 580, Year Built: 1955, Year Reconstructed: 1962, Status: Open, Structure Length: 121.80m (399.61ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 308,000 (year 2030), Design Load: HS 20, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 46.500, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 55, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 121.80m (399.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 11, Critical Feature Inspection Date: April 10, Bridge Improvement Cost: $26,048,000, Roadway Improvement Cost: $5,209,000, Total Project Cost: $43,760,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0061R, Location: 04-ALA-580-46.5-OAK (Lat: 37.827056, Lng: -122.290222), Route carried "on" structure: Interstate 580, Year Built: 1935, Year Reconstructed: 2006, Status: Open, Structure Length: 112.41m (368.80ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 308,000 (year 2030), Design Load: H 15, Features Intersected: UP RR,BNSF RY,AMTRAK,ETC Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 46.500, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 51, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 112.41m (368.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 11, Critical Feature Inspection Date: April 10, Bridge Improvement Cost: $18,690,000, Roadway Improvement Cost: $3,738,000, Total Project Cost: $31,399,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0088L, Location: 04-ALA-880-25.5-OAK (Lat: 37.740722, Lng: -122.196472), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 19,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 61,619 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0088R, Location: 04-ALA-880-25.49-OAK (Lat: 37.740417, Lng: -122.196250), Route carried "on" structure: City street A028, Year Built: 1976, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 19,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 61,619 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: HEGENBERGER RD EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $2,816,000, Roadway Improvement Cost: $563,000, Total Project Cost: $4,730,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0105L, Location: 04-ALA-013-5.01-OAK (Lat: 37.793861, Lng: -122.182028), Route carried "on" structure: State highway 13, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 47,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 65,800 (year 2030), Design Load: HS 20, Features Intersected: CARSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.010, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0105R, Location: 04-ALA-013-5.01-OAK (Lat: 37.794056, Lng: -122.181833), Route carried "on" structure: State highway 13, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 47,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 65,800 (year 2030), Design Load: HS 20, Features Intersected: CARSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.010, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0109, Location: 04-ALA-185-8.64-OAK (Lat: 37.758319, Lng: -122.185181), Route carried "on" structure: State highway 185, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 45,800 (year 2027), Design Load: HS 20, Features Intersected: ARROYO VIEJO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.640, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 10 Find on map >> Show street view
Structure Number: 33 011, Location: 04-ALA-880-24.74-OAK (Lat: 37.731694, Lng: -122.188556), Route carried "on" structure: City street A025, Year Built: 1998, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 23,000 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 16,431 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 98TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.740, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.5m (116.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.8m (156.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 35.5m (116.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0113, Location: 04-ALA-880-25.97-OAK (Lat: 37.746417, Lng: -122.201444), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 282,400 (year 2027), Design Load: HS 20, Features Intersected: ELMHURST CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.970, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 38.7m (127.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0131, Location: 04-ALA-580-43.48-OAK (Lat: 37.810000, Lng: -122.246667), Route carried "on" structure: Interstate 580, Year Built: 1962, Status: Open, Structure Length: 25.54m (83.79ft), Average Daily Traffic: 182,000 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 300,000 (year 2030), Design Load: HS 20, Features Intersected: LAKESHORE BL & GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.480, Lanes on structure: 8, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.54m (83.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $11,045,000, Roadway Improvement Cost: $2,209,000, Total Project Cost: $18,555,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0132Y, Location: 04-ALA-024-R4.43-OAK (Lat: 37.849472, Lng: -122.239972), Route carried "on" structure: State highway 24, Year Built: 1934, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 1,050 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,365 (year 2030), Design Load: H 15, Features Intersected: GOLDEN GATE AVE, Facility Carried by Structure: BROADWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.430, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0134J, Location: 04-ALA-980-1.68-OAK (Lat: 37.819589, Lng: -122.270275), Route carried "on" structure: Bypass Interstate 980, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 7,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 7,753 (year 2026), Design Load: HS 20, Features Intersected: 30TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0134T, Location: 04-ALA-980-1.68-OAK (Lat: 37.819344, Lng: -122.269017), Route carried "on" structure: Bypass Interstate 980, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 6,835 (year 2026), Design Load: HS 20, Features Intersected: 30TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0137, Location: 04-ALA-880-29.69-OAK (Lat: 37.783333, Lng: -122.241667), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 34.70m (113.85ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: I 880,E 12TH ST,BARTD,RR, Facility Carried by Structure: 16TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 3, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0139, Location: 04-ALA-880-28.93-OAK (Lat: 37.776669, Lng: -122.235003), Route carried "on" structure: City street A321, Year Built: 1947, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 5,800 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.33m (50.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Critical Feature Inspection Date: March 11, Bridge Improvement Cost: $1,505,000, Roadway Improvement Cost: $301,000, Total Project Cost: $2,528,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0141, Location: 04-ALA-880-28.69-OAK (Lat: 37.775000, Lng: -122.231667), Route carried "on" structure: City street A258, Year Built: 1947, Status: Open, Structure Length: 18.56m (60.89ft), Average Daily Traffic: 11,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 12,531 (year 2033), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 29TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.56m (60.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $2,012,000, Roadway Improvement Cost: $402,000, Total Project Cost: $3,380,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0142, Location: 04-ALA-880-26.53-OAK (Lat: 37.753194, Lng: -122.207403), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1963, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 199,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 288,095 (year 2033), Design Load: HS 20, Features Intersected: DAMON SLOUGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.530, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 37.1m (121.7ft), Out-to-Out Width: 38.6m (126.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0142K, Location: 04-ALA-880-26.53-OAK (Lat: 37.753083, Lng: -122.207694), Route carried "on" structure: Ramp Interstate 880, Year Built: 1948, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 3,300 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 7,213 (year 2029), Design Load: HS 20, Features Intersected: DAMON SLOUGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.530, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0142S, Location: 04-ALA-880-26.53-OAK (Lat: 37.753375, Lng: -122.207014), Route carried "on" structure: Ramp Interstate 880, Year Built: 1968, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,250 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 4,152 (year 2029), Design Load: HS 20, Features Intersected: DAMON SLOUGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0143, Location: 04-ALA-880-27.23-OAK (Lat: 37.761431, Lng: -122.214639), Route carried "on" structure: Interstate 880, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 221,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 291,564 (year 2033), Design Load: HS 20, Features Intersected: EAST CREEK SLOUGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.230, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 40.7m (133.5ft), Out-to-Out Width: 42.2m (138.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0146S, Location: 04-ALA-880-27.7-OAK (Lat: 37.770000, Lng: -122.220000), Route carried "on" structure: Ramp Interstate 880, Year Built: 1950, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 8,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 14,941 (year 2029), Design Load: HS 20, Features Intersected: SR 77 & S880-N77 CONNCTR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.700, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0147, Location: 04-ALA-013-5.39-OAK (Lat: 37.798500, Lng: -122.185222), Route carried "on" structure: City street A323, Year Built: 1966, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 14,000 (year 2030), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: REDWOOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0149, Location: 04-ALA-880-28.98-OAK (Lat: 37.776667, Lng: -122.235000), Route carried "on" structure: City street A321, Year Built: 1947, Status: Open, Structure Length: 28.62m (93.90ft), Average Daily Traffic: 11,500 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 880, Facility Carried by Structure: 23RD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 65.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 28.62m (93.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Critical Feature Inspection Date: March 11, Bridge Improvement Cost: $2,530,000, Roadway Improvement Cost: $506,000, Total Project Cost: $4,250,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0159, Location: 04-ALA-013-7.4-OAK (Lat: 37.821639, Lng: -122.207250), Route carried "on" structure: City street A024, Year Built: 1956, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 22,979 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 32,170 (year 2030), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: PARK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 11, Bridge Improvement Cost: $865,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,453,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 016, Location: 04-ALA-013-7.76-OAK (Lat: 37.826028, Lng: -122.210861), Route carried "on" structure: City street A334, Year Built: 1956, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 11,200 (year 2030), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LA SALLE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 11, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $84,000, Total Project Cost: $708,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0162, Location: 04-ALA-013-9.07-OAK (Lat: 37.841611, Lng: -122.224694), Route carried "on" structure: State highway 13, Year Built: 1951, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 136,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 190,400 (year 2030), Design Load: HS 20, Features Intersected: BROADWAY TERRACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.070, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,182,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0164K, Location: 04-ALA-013-R9.16-OAK (Lat: 37.842556, Lng: -122.225917), Route carried "on" structure: Ramp State highway 13, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 7,000 (year 2030), Design Load: H 20, Features Intersected: LAKE TEMESCAL PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.160, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0187Y, Location: 04-ALA-077-.18-OAK (Lat: 37.770000, Lng: -122.220278), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 20 (year 1998), Average Future Daily Traffic: 26 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 77, Facility Carried by Structure: CLOROX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 33 0198, Location: 04-ALA-880-31.07-OAK (Lat: 37.795694, Lng: -122.267694), Route carried "on" structure: Interstate 880, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 29.11m (95.51ft), Average Daily Traffic: 203,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 246,676 (year 2033), Design Load: HS 20, Features Intersected: JACKSON, MADISON, OAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.070, Lanes on structure: 9, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 39.4m (129.3ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 29.11m (95.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 02, Location: 04-ALA-880-31.36-OAK (Lat: 37.798861, Lng: -122.276194), Route carried "on" structure: Interstate 880, Year Built: 1953, Year Reconstructed: 1984, Status: Open, Structure Length: 127.36m (417.85ft), Average Daily Traffic: 203,000 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 246,676 (year 2033), Design Load: HS 20, Features Intersected: RT260,MLK,MKT,BRDWY,WASH Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 31.360, Lanes on structure: 8, Lanes under structure: 40, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 54, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 127.36m (417.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $58,450,000, Roadway Improvement Cost: $11,690,000, Total Project Cost: $98,196,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0227K, Location: 04-ALA-013-8.32-OAK (Lat: 37.832889, Lng: -122.217583), Route carried "on" structure: City street A331, Year Built: 1964, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 21,000 (year 2030), Design Load: H 20, Features Intersected: S13-MORAGA AV OFF RAMP, Facility Carried by Structure: MORAGA AVENUE WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0227L, Location: 04-ALA-013-8.28-OAK (Lat: 37.832528, Lng: -122.216944), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 57,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 79,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: MORAGA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.280, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 82.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0227R, Location: 04-ALA-013-8.27-OAK (Lat: 37.832389, Lng: -122.216500), Route carried "on" structure: State highway 13, Year Built: 1964, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 57,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 79,800 (year 2030), Design Load: HS 20, Features Intersected: MORAGA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.270, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0247, Location: 04-ALA-013-6.47-OAK (Lat: 37.810583, Lng: -122.197639), Route carried "on" structure: City street A342, Year Built: 1956, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 15,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 17,000 (year 2030), Design Load: HS 20, Features Intersected: STATE ROUTE 13, Facility Carried by Structure: LINCOLN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Meets minimum limits, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 11, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,179,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0280L, Location: 04-ALA-580-45.74-OAK (Lat: 37.826944, Lng: -122.280000), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 32.64m (107.09ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 308,000 (year 2030), Design Load: HS 20, Features Intersected: SAN PBLO, ADLN, MGNO,PER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.740, Lanes on structure: 5, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.64m (107.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 33 0280R, Location: 04-ALA-580-45.74-OAK (Lat: 37.827222, Lng: -122.279722), Route carried "on" structure: Interstate 580, Year Built: 1961, Status: Open, Structure Length: 32.13m (105.41ft), Average Daily Traffic: 220,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 308,000 (year 2030), Design Load: HS 20, Features Intersected: ADELINE, SAN PABLO,PERAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.740, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Discuss this city on our hugely popular California forum Back to: Oakland, CA, California, All US cities.
|
 |
