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

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Structure Number: 33 0365R,  Location: 04-ALA-024-R2.59-OAK (Lat: 37.834494,  Lng: -122.265572),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 75,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 97,226 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: E24-ML KING JR OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 037,  Location: 04-ALA-092-R5.12-HAY (Lat: 37.631928,  Lng: -122.110211),  Route carried "on" structure: State highway 92,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 92,000 (year 2009),  Average Future Daily Traffic: 143,493 (year 2043),  Design Load: HS 20,  Features Intersected: INDUSTRIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.120,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.1m (164.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 20.7 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: 15.9 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0376,  Location: 04-ALA-013-R9.58-OAK (Lat: 37.848269,  Lng: -122.228458),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 9.52m (31.23ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,456 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.0m (183.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0377G,  Location: 04-ALA-013-R9.57-OAK (Lat: 37.847850,  Lng: -122.226942),  Route carried "on" structure: Ramp State highway 13,  Year Built: 1970,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 40,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 59,655 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.570,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0378,  Location: 04-ALA-024-R5.08-OAK (Lat: 37.848633,  Lng: -122.228661),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 147,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 200,363 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.080,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 41.3m (135.5ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0392L,  Location: 04-ALA-024-R2.50-OAK (Lat: 37.833600,  Lng: -122.265708),  Route carried "on" structure: State highway 24,  Year Built: 1969,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 96,903 (year 2040),  Features Intersected: BARTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.500,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 33 0411L,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.839236,  Lng: -122.264719),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 75,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,517 (year 2044),  Design Load: HS 20,  Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.900,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0411R,  Location: 04-ALA-024-R2.90-OAK (Lat: 37.838875,  Lng: -122.264525),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 75,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,517 (year 2044),  Design Load: HS 20,  Features Intersected: SHATTUCK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.900,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0412L,  Location: 04-ALA-024-R2.99-OAK (Lat: 37.840217,  Lng: -122.263742),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,672 (year 2040),  Design Load: HS 20,  Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0412R,  Location: 04-ALA-024-R2.99-OAK (Lat: 37.840158,  Lng: -122.263211),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 75,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,672 (year 2040),  Design Load: HS 20,  Features Intersected: 55TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.990,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0413L,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840908,  Lng: -122.262622),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 153,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 280,954 (year 2040),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.060,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0413R,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840706,  Lng: -122.262286),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 147,500 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 270,344 (year 2040),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.060,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0413S,  Location: 04-ALA-024-R3.06-OAK (Lat: 37.840617,  Lng: -122.262244),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 11,760 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,595 (year 2040),  Design Load: HS 20,  Features Intersected: TELEGRAPH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.060,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0414K,  Location: 04-ALA-024-R3.38-OAK (Lat: 37.842994,  Lng: -122.257689),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 5,609 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,300 (year 2040),  Design Load: HS 20,  Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0414L,  Location: 04-ALA-024-R3.32-OAK (Lat: 37.842375,  Lng: -122.258269),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.320,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0414R,  Location: 04-ALA-024-R3.30-OAK (Lat: 37.841919,  Lng: -122.258525),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 18.47m (60.60ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLAREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.300,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0416K,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837342,  Lng: -122.266036),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 6,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,994 (year 2044),  Design Load: HS 20,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0416L,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837403,  Lng: -122.265547),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 75,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,517 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0416R,  Location: 04-ALA-024-R2.77-OAK (Lat: 37.837469,  Lng: -122.265150),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 75,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,517 (year 2044),  Design Load: HS 20,  Features Intersected: 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0417L,  Location: 04-ALA-024-R3.55-OAK (Lat: 37.843608,  Lng: -122.254478),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 42.08m (138.06ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.550,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0417R,  Location: 04-ALA-024-R3.54-OAK (Lat: 37.843314,  Lng: -122.254283),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 41.15m (135.01ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE AVE & FOREST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0418L,  Location: 04-ALA-024-R3.97-OAK (Lat: 37.846394,  Lng: -122.247436),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.970,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0418R,  Location: 04-ALA-024-R3.97-OAK (Lat: 37.846061,  Lng: -122.247214),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PRESLEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.970,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0419K,  Location: 04-ALA-024-R4.21-OAK (Lat: 37.847794,  Lng: -122.244439),  Route carried "on" structure: Bypass State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 7,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,284 (year 2040),  Design Load: HS 20,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.210,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0419L,  Location: 04-ALA-024-R4.17-OAK (Lat: 37.847953,  Lng: -122.244503),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 25.73m (84.42ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 262,591 (year 2040),  Design Load: HS 20,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.170,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0419R,  Location: 04-ALA-024-R4.15-OAK (Lat: 37.847522,  Lng: -122.244617),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 75,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 96,903 (year 2040),  Design Load: HS 20,  Features Intersected: PATTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.150,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0420R,  Location: 04-ALA-024-R4.44-OAK (Lat: 37.849664,  Lng: -122.240119),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 269,675 (year 2044),  Design Load: HS 20,  Features Intersected: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.440,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0421L,  Location: 04-ALA-980-1.40-OAK (Lat: 37.815342,  Lng: -122.271083),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 20.09m (65.91ft),  Average Daily Traffic: 57,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2037),  Design Load: HS 20,  Features Intersected: 27TH,NORTHGATE,SYCAMORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0421R,  Location: 04-ALA-980-1.33-OAK (Lat: 37.814214,  Lng: -122.271186),  Route carried "on" structure: Interstate 980,  Year Built: 1969,  Status: Open,  Structure Length: 31.42m (103.08ft),  Average Daily Traffic: 57,500 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 59,150 (year 2037),  Design Load: HS 20,  Features Intersected: 27TH,NORTHGATE,SYCAMORE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.330,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 31.42m (103.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0431,  Location: 04-ALA-580-16.70 (Lat: 37.700800,  Lng: -121.849028),  Route carried "on" structure: County highway ,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 5,900 (year 1998),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,847 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: EL CHARRO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0434T,  Location: 04-ALA-880-26.54-OAK (Lat: 37.753383,  Lng: -122.206339),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1968,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 5,200 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,512 (year 2043),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.540,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0435,  Location: 04-ALA-880-26.61-OAK (Lat: 37.753700,  Lng: -122.208411),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 15,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,526 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 880 & RAMPS,  Facility Carried by Structure: 66TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 046,  Location: 04-ALA-980-0.90-OAK (Lat: 37.809608,  Lng: -122.276561),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,442 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0465M,  Location: 04-ALA-024-R4.38-OAK (Lat: 37.849200,  Lng: -122.241633),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 269,675 (year 2044),  Features Intersected: BARTD (@GOLDEN GATE AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.380,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 33 0473,  Location: 04-ALA-580-19.62-PLE (Lat: 37.701983,  Lng: -121.901494),  Route carried "on" structure: Interstate 580,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 254,000 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 301,986 (year 2040),  Features Intersected: DOUGHERTY DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.620,  Lanes on structure: 15,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 33 0476,  Location: 04-ALA-980-0.86-OAK (Lat: 37.809033,  Lng: -122.277017),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,502 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0477K,  Location: 04-ALA-980-0.79-OAK (Lat: 37.807619,  Lng: -122.277875),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1981,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 5,900 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,265 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: W980-12TH ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.790,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

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

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Structure Number: 33 0478,  Location: 04-ALA-980-0.70-OAK (Lat: 37.807100,  Lng: -122.278628),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 8,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,459 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 14TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  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: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0479S,  Location: 04-ALA-980-0.62-OAK (Lat: 37.805689,  Lng: -122.277906),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1981,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 13,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,679 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: E980-17TH ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.620,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

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

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Structure Number: 33 0481,  Location: 04-ALA-980-0.54-OAK (Lat: 37.804939,  Lng: -122.279556),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,370 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 980,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0483F,  Location: 04-ALA-980-0.02-OAK (Lat: 37.798644,  Lng: -122.276192),  Route carried "on" structure: Ramp Interstate 980,  Year Built: 1985,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 55.11m (180.81ft),  Average Daily Traffic: 67,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 85,626 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 5TH,I880,6TH,7TH,MLK,JEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 3,  Lanes under structure: 30,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

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