Bridge Statistics for Oakland, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 33C0164,  Location: 0.3 MI N COLISEUM WAY (Lat: 37.748814,  Lng: -122.196142),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 46,294 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,934 (year 2042),  Features Intersected: ELMHURST CREEK,  Facility Carried by Structure: HEGENBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,485,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0165,  Location: 0.7 MI N I-880 (Lat: 37.749606,  Lng: -122.196264),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 46,294 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,290 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP RR,BNSF,AMTRAK,BARTD,  Facility Carried by Structure: HEGENBERGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.3 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0167,  Location: BTWN SR 185 & HAMILTON (Lat: 37.757411,  Lng: -122.188514),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 46,294 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,290 (year 2042),  Features Intersected: ARROYO VIEJO,  Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Very good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 33C0174,  Location: NEAR LESSLEY AVE (Lat: 37.686117,  Lng: -122.073408),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 29,900 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,664 (year 2042),  Features Intersected: REDWOOD RD FLD CNTRL CH,  Facility Carried by Structure: REDWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0178,  Location: 0.5 MI S OF SR 13 (Lat: 37.814319,  Lng: -122.213239),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 18,753 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,387 (year 2038),  Features Intersected: HILLSIDE,  Facility Carried by Structure: PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0179,  Location: 0.4 MI SW OF SR 13 (Lat: 37.816300,  Lng: -122.212581),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 18,753 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,387 (year 2038),  Features Intersected: HILLSIDE,  Facility Carried by Structure: PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 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,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C018,  Location: 0.3 MI SW OF SR 13 (Lat: 37.817475,  Lng: -122.211672),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 18,753 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,821 (year 2042),  Features Intersected: HILLSIDE,  Facility Carried by Structure: PARK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 26.9 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0202,  Location: 0.4 MI SOUTH OF 66TH AVE (Lat: 37.751444,  Lng: -122.196194),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 27.40m (89.90ft),  Average Daily Traffic: 20,904 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,036 (year 2040),  Features Intersected: BARTD, UPRR, SAN LEANDRO,  Facility Carried by Structure: HEGENBERGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 88.4m (290.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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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: 10,940 (year 2042),  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: 8.5m (27.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 32,821 (year 2042),  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: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 26.0m (85.3ft)

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: Equal to present minimum 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 5,524 (year 2040),  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: 11.6m (38.1ft),  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: 30.0m (98.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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

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Structure Number: 33C0238,  Location: 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: 21,880 (year 2042),  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: 15.8m (51.8ft),  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: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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

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Structure Number: 33C024,  Location: 0.2 MI N TESLA RD (Lat: 37.668467,  Lng: -121.696636),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 4,300 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,505 (year 2043),  Design Load: HS 20,  Features Intersected: ARROYO SECO,  Facility Carried by Structure: GREENVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.67m (8.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $549,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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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: 5.30m (17.39ft),  Average Daily Traffic: 1,200 (year 1982),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,187 (year 2042),  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: 26.8m (87.9ft),  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 2,173 (year 2040),  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: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  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: 19.8 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0393,  Location: 0.04 MI W/O WILLOW STREET (Lat: 37.817903,  Lng: -122.291336),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 101.40m (332.68ft),  Average Daily Traffic: 22,323 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,290 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UPRR, BNSF, AMTRAK, WOOD,  Facility Carried by Structure: WEST GRAND AVENUE
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 35,  Number Of Approach Spans: 9,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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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: 38,291 (year 2042),  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: 7.7m (25.3ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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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: 4.40m (14.44ft),  Average Daily Traffic: 7,754 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,260 (year 2040),  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: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.0m (144.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.0m (13.1ft),  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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0283L,  Location: 04-CC-024-R0.28 (Lat: 37.861122,  Lng: -122.209681),  Route carried "under" structure: State highway 24,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 155,000 (year 2017),  Features Intersected: STATE ROUTE 24,  Facility Carried by Structure: EAST PORTAL BLDG
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 0.280,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 33 0041,  Location: 04-ALA-880-28.24-OAK (Lat: 37.773172,  Lng: -122.227425),  Route carried "under" structure: City street ,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 19,147 (year 1999),  Truck Traffic: 6%,  Features Intersected: UP RR SPUR,FRUITVALE AVE,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.827003,  Lng: -122.284458),  Route carried "under" structure: Interstate 880,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 36,700 (year 2019),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 34.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.827003,  Lng: -122.284458),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 12.54m (41.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.827003,  Lng: -122.284458),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061L,  Location: 04-ALA-580-46.50L-OAK (Lat: 37.827003,  Lng: -122.284458),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: E&W80-E580 CONNCTR
Minimum Vertical Clearance: 11.32m (37.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 57,200 (year 2019),  Truck Traffic: 2%,  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: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "under" structure: Interstate 880,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 36,700 (year 2019),  Truck Traffic: 14%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 34.500,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: W580-E&W80 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0061R,  Location: 04-ALA-580-46.50R-OAK (Lat: 37.827325,  Lng: -122.284556),  Route carried "under" structure: Interstate 80,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2019),  Truck Traffic: 2%,  Features Intersected: UP RR,BNSF RY,AMTRAK,ETC
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 2.800,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0088L,  Location: 04-ALA-880-25.50-OAK (Lat: 37.739969,  Lng: -122.196458),  Route carried "under" structure: Interstate 880,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD WB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 25.500,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 33 0088R,  Location: 04-ALA-880-25.49-OAK (Lat: 37.739722,  Lng: -122.196217),  Route carried "under" structure: Interstate 880,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: HEGENBERGER RD EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 25.490,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0105L,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793714,  Lng: -122.181875),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: CARSON STREET,  Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 33 0105R,  Location: 04-ALA-013-5.01-OAK (Lat: 37.793894,  Lng: -122.181700),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: CARSON STREET,  Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 33 011,  Location: 04-ALA-880-24.74-OAK (Lat: 37.731364,  Lng: -122.188894),  Route carried "under" structure: Interstate 880,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: 98TH AVE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 24.740,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 33 0131,  Location: 04-ALA-580-43.48-OAK (Lat: 37.809817,  Lng: -122.245992),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 24,720 (year 2009),  Truck Traffic: 3%,  Features Intersected: LAKESHORE BL & GRAND AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0131,  Location: 04-ALA-580-43.48-OAK (Lat: 37.809817,  Lng: -122.245992),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: LAKESHORE BL & GRAND AVE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 33 0132Y,  Location: 04-ALA-024-R4.43-OAK (Lat: 37.849225,  Lng: -122.240369),  Route carried "under" structure: City street ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 2%,  Features Intersected: GOLDEN GATE AVE,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 3.88m (12.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 33 0137,  Location: 04-ALA-880-29.69-OAK (Lat: 37.784753,  Lng: -122.243100),  Route carried "under" structure: Interstate 880,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 225,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: I 880,E 12TH ST,BARTD,RR,  Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 29.690,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0137,  Location: 04-ALA-880-29.69-OAK (Lat: 37.784753,  Lng: -122.243100),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2005),  Truck Traffic: 1%,  Features Intersected: I 880,E 12TH ST,BARTD,RR,  Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 33 0147,  Location: 04-ALA-013-5.39-OAK (Lat: 37.798506,  Lng: -122.185642),  Route carried "under" structure: State highway 13,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: REDWOOD ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.390,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 33 0159,  Location: 04-ALA-013-7.40-OAK (Lat: 37.821475,  Lng: -122.207303),  Route carried "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.400,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 33 016,  Location: 04-ALA-013-7.76-OAK (Lat: 37.825919,  Lng: -122.210956),  Route carried "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: LA SALLE AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 7.760,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 33 0161,  Location: 04-ALA-013-4.85-OAK (Lat: 37.791481,  Lng: -122.181208),  Route carried "under" structure: State highway 13,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.850,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 33 0162,  Location: 04-ALA-013-9.07-OAK (Lat: 37.841425,  Lng: -122.224400),  Route carried "under" structure: City street ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 14,422 (year 2009),  Truck Traffic: 3%,  Features Intersected: BROADWAY TERRACE,  Facility Carried by Structure: STATE ROUTE 13
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 33 0186,  Location: 04-ALA-077-0.16-OAK (Lat: 37.770089,  Lng: -122.220117),  Route carried "under" structure: State highway 77,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 262,  Facility Carried by Structure: UP RR, BNSF RY
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.160,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.0m (49.2ft)

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Structure Number: 33 0198,  Location: 04-ALA-880-31.07-OAK (Lat: 37.795211,  Lng: -122.266161),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 8,220 (year 1998),  Truck Traffic: 3%,  Features Intersected: JACKSON, MADISON, OAK,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 33 0198,  Location: 04-ALA-880-31.07-OAK (Lat: 37.795211,  Lng: -122.266161),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 17,300 (year 1998),  Truck Traffic: 3%,  Features Intersected: JACKSON, MADISON, OAK,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: State highway 260,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 55,100 (year 2012),  Truck Traffic: 3%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.910,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 19,400 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 680 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 02,  Location: 04-ALA-880-31.36-OAK (Lat: 37.797214,  Lng: -122.270911),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 29,100 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT260,MLK,MKT,BRDWY,WASH,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 33 0227K,  Location: 04-ALA-013-8.32-OAK (Lat: 37.832969,  Lng: -122.217897),  Route carried "under" structure: Ramp State highway 13,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: S13-MORAGA AV OFF RAMP,  Facility Carried by Structure: MORAGA AVENUE WB
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 8.320,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 33 0227L,  Location: 04-ALA-013-8.28-OAK (Lat: 37.832144,  Lng: -122.216547),  Route carried "under" structure: City street A331,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: MORAGA AVE,  Facility Carried by Structure: STATE ROUTE 13 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 33 0227L,  Location: 04-ALA-013-8.28-OAK (Lat: 37.832144,  Lng: -122.216547),  Route carried "under" structure: Ramp State highway 13,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: MORAGA AVE
Minimum Vertical Clearance: 9.34m (30.64ft),  Kilometerpoint: 8.280,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 33 0227R,  Location: 04-ALA-013-8.27-OAK (Lat: 37.831947,  Lng: -122.215986),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: MORAGA AVE,  Facility Carried by Structure: STATE ROUTE 13 NB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 33 0244,  Location: 04-ALA-013-7.91-OAK (Lat: 37.827789,  Lng: -122.212569),  Route carried "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 7.910,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 33 0244,  Location: 04-ALA-013-7.91-OAK (Lat: 37.827789,  Lng: -122.212569),  Route carried "under" structure: Business City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 33 0247,  Location: 04-ALA-013-6.47-OAK (Lat: 37.810444,  Lng: -122.197694),  Route carried "under" structure: State highway 13,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 6.470,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 EB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 EB
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 EB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280L,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826586,  Lng: -122.278025),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN PBLO, ADLN, MGNO,PER,  Facility Carried by Structure: ROUTE 580 EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 33 0280R,  Location: 04-ALA-580-45.74-OAK (Lat: 37.826811,  Lng: -122.278094),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2009),  Truck Traffic: 1%,  Features Intersected: ADELINE, SAN PABLO,PERAL,  Facility Carried by Structure: ROUTE 580 WB
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)