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
Find on map >> Show street view
Structure Number: 33C0202, Location: 0.4 MI SOUTH OF 66TH AVE (Lat: 37.751444, Lng: -122.196194), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 2%, Features Intersected: BARTD, UPRR, SAN LEANDRO, Facility Carried by Structure: HEGENBERGER ROAD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 88.4m (290.0ft)
Structure Number: 33C0202, Location: 0.4 MI SOUTH OF 66TH AVE (Lat: 37.751444, Lng: -122.196194), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 2%, Features Intersected: BARTD, UPRR, SAN LEANDRO, Facility Carried by Structure: HEGENBERGER ROAD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 88.4m (290.0ft)
Find on map >> Show street view
Structure Number: 33C0215, Location: 0.1 MI E OF PARK BLVD (Lat: 37.812331, Lng: -122.213806), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 7,335 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 10,724 (year 2036), Features Intersected: SAUSAL CREEK, Facility Carried by Structure: LEIMERT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 108.80m (356.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $523,000, Total Project Cost: $4,393,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0215, Location: 0.1 MI E OF PARK BLVD (Lat: 37.812331, Lng: -122.213806), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 7,335 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 10,724 (year 2036), Features Intersected: SAUSAL CREEK, Facility Carried by Structure: LEIMERT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 108.80m (356.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $523,000, Total Project Cost: $4,393,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 33C0216, Location: NEAR 69TH AVE (Lat: 37.755986, Lng: -122.199208), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,904 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 32,172 (year 2036), Features Intersected: LION CREEK, Facility Carried by Structure: SAN LEANDRO, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 232.0m (761.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0216, Location: NEAR 69TH AVE (Lat: 37.755986, Lng: -122.199208), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,904 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 32,172 (year 2036), Features Intersected: LION CREEK, Facility Carried by Structure: SAN LEANDRO, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 232.0m (761.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 33C0218, Location: 0.3 MI W OF I 880 (Lat: 37.729806, Lng: -122.192678), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 2002, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 7,991 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 5,415 (year 2034), Features Intersected: SAN LEANDRO CREEK, Facility Carried by Structure: 98TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.70m (126.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Bridge Improvement Cost: $1,161,000, Roadway Improvement Cost: $232,000, Total Project Cost: $1,950,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0218, Location: 0.3 MI W OF I 880 (Lat: 37.729806, Lng: -122.192678), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 2002, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 7,991 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 5,415 (year 2034), Features Intersected: SAN LEANDRO CREEK, Facility Carried by Structure: 98TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.70m (126.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Bridge Improvement Cost: $1,161,000, Roadway Improvement Cost: $232,000, Total Project Cost: $1,950,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 33C0238, Location: ABOUT 0.5 MI SE REDWOD RD (Lat: 37.794622, Lng: -122.170181), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 7,991 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 21,376 (year 2035), Design Load: HS 20, Features Intersected: LION CREEK TRIBUTARY, Facility Carried by Structure: CAMPUS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 158.0m (518.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 93.30m (306.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $395,000, Total Project Cost: $3,319,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0238, Location: ABOUT 0.5 MI SE REDWOD RD (Lat: 37.794622, Lng: -122.170181), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 7,991 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 21,376 (year 2035), Design Load: HS 20, Features Intersected: LION CREEK TRIBUTARY, Facility Carried by Structure: CAMPUS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 158.0m (518.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 93.30m (306.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $395,000, Total Project Cost: $3,319,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 33C025, Location: 100' N BURKHART AVE (Lat: 37.685497, Lng: -122.153408), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 798 (year 2034), Features Intersected: ESTUDILLO CANAL, Facility Carried by Structure: INVERNESS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C025, Location: 100' N BURKHART AVE (Lat: 37.685497, Lng: -122.153408), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 798 (year 2034), Features Intersected: ESTUDILLO CANAL, Facility Carried by Structure: INVERNESS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 33C0253, Location: 50' S OF 66TH AVE (Lat: 37.754314, Lng: -122.204106), Route carried "on" structure: City street , Year Built: 1980, Year Reconstructed: 2014, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 1,200 (year 1982), Truck Traffic: 1%, Average Future Daily Traffic: 2,144 (year 2036), Features Intersected: DAMON SLOUGH, Facility Carried by Structure: COLISEUM WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 268.0m (879.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33C0253, Location: 50' S OF 66TH AVE (Lat: 37.754314, Lng: -122.204106), Route carried "on" structure: City street , Year Built: 1980, Year Reconstructed: 2014, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 1,200 (year 1982), Truck Traffic: 1%, Average Future Daily Traffic: 2,144 (year 2036), Features Intersected: DAMON SLOUGH, Facility Carried by Structure: COLISEUM WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 268.0m (879.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 33C0373R, Location: 0.2 MI N/W ROLAND WAY (Lat: 37.744225, Lng: -122.204950), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 15,273 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 2,130 (year 2034), Features Intersected: ELMHURST CANAL, Facility Carried by Structure: EDGEWATER DRIVE NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.1m (3.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.40m (89.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,290,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0373R, Location: 0.2 MI N/W ROLAND WAY (Lat: 37.744225, Lng: -122.204950), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 15,273 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 2,130 (year 2034), Features Intersected: ELMHURST CANAL, Facility Carried by Structure: EDGEWATER DRIVE NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.1m (3.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.40m (89.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,290,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 33C0393, Location: 0.04 MI W/O WILLOW STREET (Lat: 37.817903, Lng: -122.291336), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 1997), Truck Traffic: 1%, Features Intersected: UPRR, BNSF, AMTRAK, WOOD, Facility Carried by Structure: WEST GRAND AVENUE
Minimum Vertical Clearance: 0.71m (2.33ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 33C0393, Location: 0.04 MI W/O WILLOW STREET (Lat: 37.817903, Lng: -122.291336), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 1997), Truck Traffic: 1%, Features Intersected: UPRR, BNSF, AMTRAK, WOOD, Facility Carried by Structure: WEST GRAND AVENUE
Minimum Vertical Clearance: 0.71m (2.33ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 44.2m (145.0ft)
Find on map >> Show street view
Structure Number: 33C0396, Location: 0.1 KM WEST OF I-880 (Lat: 37.807869, Lng: -122.305639), Route carried "on" structure: ServiceCity street , Year Built: 1997, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 22,323 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 37,409 (year 2035), Features Intersected: 7TH STREET, Facility Carried by Structure: BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 77.0m (252.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.80m (120.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $57,000, Total Project Cost: $482,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0396, Location: 0.1 KM WEST OF I-880 (Lat: 37.807869, Lng: -122.305639), Route carried "on" structure: ServiceCity street , Year Built: 1997, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 22,323 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 37,409 (year 2035), Features Intersected: 7TH STREET, Facility Carried by Structure: BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 77.0m (252.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.80m (120.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $57,000, Total Project Cost: $482,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 33C0396, Location: 0.1 KM WEST OF I-880 (Lat: 37.807869, Lng: -122.305639), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 876 (year 1999), Truck Traffic: 1%, Features Intersected: 7TH STREET, Facility Carried by Structure: BAY ST
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.6m (64.3ft)
Structure Number: 33C0396, Location: 0.1 KM WEST OF I-880 (Lat: 37.807869, Lng: -122.305639), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 876 (year 1999), Truck Traffic: 1%, Features Intersected: 7TH STREET, Facility Carried by Structure: BAY ST
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.6m (64.3ft)
Find on map >> Show street view
Structure Number: 33C0472R, Location: JUST W LAKESHORE AVE (Lat: 37.798042, Lng: -122.259869), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.44m (1.44ft), Average Daily Traffic: 7,754 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 26,721 (year 2034), Design Load: HS 20, Features Intersected: LAKE MERRITT CHANNEL, Facility Carried by Structure: E 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33C0472R, Location: JUST W LAKESHORE AVE (Lat: 37.798042, Lng: -122.259869), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.44m (1.44ft), Average Daily Traffic: 7,754 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 26,721 (year 2034), Design Load: HS 20, Features Intersected: LAKE MERRITT CHANNEL, Facility Carried by Structure: E 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Deck Structure Type: Concrete Cast-file-Place
