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

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Structure Number: 33 0007,  Location: 04-ALA-580-R34.55-SLN (Lat: 37.730556,  Lng: -122.138497),  Route carried "on" structure: Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 140,000 (year 2017),  Average Future Daily Traffic: 204,714 (year 2037),  Design Load: HS 20,  Features Intersected: SAN LEANDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.550,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.5 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 01,  Location: 04-ALA-880-24.18-SLN (Lat: 37.725219,  Lng: -122.182614),  Route carried "on" structure: Interstate 880,  Year Built: 1951,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 43.01m (141.11ft),  Average Daily Traffic: 217,000 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 291,700 (year 2038),  Design Load: HS 20,  Features Intersected: UP RR, SAN LEANDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.180,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.0 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: 26.9 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 33 0115,  Location: 04-ALA-185-5.82-SLN (Lat: 37.726767,  Lng: -122.157386),  Route carried "on" structure: State highway 185,  Year Built: 1901,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,800 (year 2037),  Design Load: H 15,  Features Intersected: SAN LEANDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.820,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 33 016,  Location: 04-ALA-013-7.76-OAK (Lat: 37.825919,  Lng: -122.210956),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 8,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,464 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 13,  Facility Carried by Structure: LA SALLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0166,  Location: 04-ALA-880-20.82-SLN (Lat: 37.690483,  Lng: -122.138761),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 30,800 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,447 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Other Special Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0169,  Location: 04-ALA-880-23.12-SLN (Lat: 37.712983,  Lng: -122.170808),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.61m (24.97ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,551 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: WILLIAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  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: High priority of corrective action,  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 0172,  Location: 04-ALA-880-20.68-SLN (Lat: 37.689936,  Lng: -122.136397),  Route carried "on" structure: Interstate 880,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 219,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 319,529 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S880-S238 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.680,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 60.2m (197.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.2 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: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0173S,  Location: 04-ALA-880-20.78-SLN (Lat: 37.690628,  Lng: -122.137228),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1994,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 6,700 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,383 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: N880-N238 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.780,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable 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 0176,  Location: 04-ALA-880-20.32 (Lat: 37.686547,  Lng: -122.131683),  Route carried "on" structure: Interstate 880,  Year Built: 1953,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 222,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 345,864 (year 2038),  Design Load: HS 20,  Features Intersected: LEWELLING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.320,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.6m (126.6ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Other Special Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0176G,  Location: 04-ALA-880-20.32 (Lat: 37.686547,  Lng: -122.131392),  Route carried "on" structure: Ramp State highway 880,  Year Built: 1978,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 7,500 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,239 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LEWELLING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.320,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.2m (53.1ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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 0216,  Location: 04-ALA-238-16.28 (Lat: 37.690986,  Lng: -122.129875),  Route carried "on" structure: State highway 238,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 97,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 182,650 (year 2042),  Design Load: HS 20,  Features Intersected: HESPERIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.280,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.5m (113.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 34.5m (113.2ft),  Out-to-Out Width: 36.8m (120.7ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0216K,  Location: 04-ALA-238-16.28 (Lat: 37.690628,  Lng: -122.129944),  Route carried "on" structure: Ramp State highway 238,  Year Built: 2010,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 4,600 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,713 (year 2042),  Design Load: HS 20,  Features Intersected: HESPERIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.280,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0239,  Location: 04-ALA-880-20.95-SLN (Lat: 37.692589,  Lng: -122.140222),  Route carried "on" structure: Interstate 880,  Year Built: 1951,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 219,000 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 312,171 (year 2038),  Features Intersected: ORA LOMA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.950,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.57m (8.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 33 0293,  Location: 04-ALA-880-21.56-SLN (Lat: 37.698017,  Lng: -122.149156),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 7,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,383 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: FLORESTA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.9m (114.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.1m (62.7ft)

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: Superior to present desirable criteria,  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 0331,  Location: 04-ALA-580-R34.40-SLN (Lat: 37.728019,  Lng: -122.137878),  Route carried "on" structure: Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 137,000 (year 2017),  Average Future Daily Traffic: 204,714 (year 2037),  Design Load: HS 20,  Features Intersected: W580-SAN JOAQUIN AV OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.400,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0332,  Location: 04-ALA-580-R34.48-SLN (Lat: 37.729628,  Lng: -122.138228),  Route carried "on" structure: Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 140,000 (year 2017),  Average Future Daily Traffic: 204,714 (year 2037),  Design Load: HS 20,  Features Intersected: ESTUDILLO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.480,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.2 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: 31.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0333,  Location: 04-ALA-580-R34.81-SLN (Lat: 37.734372,  Lng: -122.139483),  Route carried "on" structure: Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 140,000 (year 2017),  Average Future Daily Traffic: 204,714 (year 2037),  Design Load: HS 20,  Features Intersected: DUTTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.810,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.6m (139.8ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: 28.8 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0334K,  Location: 04-ALA-580-R35.00-SLN (Lat: 37.735750,  Lng: -122.140306),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1964,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 7,075 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,688 (year 2041),  Design Load: HS 20,  Features Intersected: FTHLL BLVD CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.5 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: 21.1 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: Somewhat better than minimum adequacy,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0540G,  Location: 04-ALA-238-16.03-SLN (Lat: 37.691131,  Lng: -122.131567),  Route carried "on" structure: Ramp State highway 238,  Year Built: 1991,  Status: Open,  Structure Length: 116.68m (382.81ft),  Average Daily Traffic: 74,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 135,886 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 880,I 238,UP RR,AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.030,  Lanes on structure: 2,  Lanes under structure: 23,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

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: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0583,  Location: 04-ALA-880-22.40-SLN (Lat: 37.705678,  Lng: -122.162736),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 28.77m (94.39ft),  Average Daily Traffic: 1,080 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,059 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: FAIRWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.5m (37.7ft)

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: Superior to present desirable 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 0619R,  Location: 04-ALA-238-15.30-SLN (Lat: 37.688925,  Lng: -122.113853),  Route carried "on" structure: Interstate 238,  Year Built: 1994,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 38,000 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 83,246 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BARTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.300,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: Local Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

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: High priority of replacement,  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 0732L,  Location: 04-ALA-880-27.63-OAK (Lat: 37.766133,  Lng: -122.218739),  Route carried "on" structure: Interstate 880,  Year Built: 2013,  Status: Open,  Structure Length: 52.34m (171.72ft),  Average Daily Traffic: 110,500 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 148,722 (year 2043),  Design Load: HL 93,  Features Intersected: UPRR,AMTRAK,SR77,HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.630,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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 0735,  Location: 04-ALA-880-22.84-SLN (Lat: 37.710250,  Lng: -122.167125),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 8.71m (28.58ft),  Average Daily Traffic: 30,350 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 43,000 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MARINA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0736,  Location: 04-ALA-112-R0.47-SLN (Lat: 37.718928,  Lng: -122.177228),  Route carried "on" structure: State highway 112,  Year Built: 2016,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 41,250 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 56,000 (year 2037),  Design Load: HL 93,  Features Intersected: INTERSTATE 880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 6,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.4m (132.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0756,  Location: 04-ALA-880-20.96-SLN (Lat: 37.692611,  Lng: -122.140261),  Route carried "on" structure: Interstate 880,  Year Built: 1995,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 219,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 312,171 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ESTUDILLO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.960,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 62.9m (206.4ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 62.9m (206.4ft),  Out-to-Out Width: 64.6m (211.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0756Y,  Location: 04-ALA-000-20.96-SLN (Lat: 37.692608,  Lng: -122.138900),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 30,800 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,807 (year 2037),  Features Intersected: ESTUDILLO CANAL,  Facility Carried by Structure: WASHINGTON AV,RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.960,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 54.7m (179.5ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 54.7m (179.5ft),  Out-to-Out Width: 102.7m (336.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 33C0023,  Location: 0.5 MI E/O CASTRO VLY RD (Lat: 37.697278,  Lng: -122.041269),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,120 (year 1980),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,690 (year 2042),  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: OLD DUBLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $502,000 ( Estimate for 2019)

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Structure Number: 33C0029,  Location: 0.1 MI N/O CALLAHAN AVE (Lat: 37.729056,  Lng: -122.148539),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 10,600 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,925 (year 2041),  Design Load: HS 20,  Features Intersected: SAN LEANDRO CREEK,  Facility Carried by Structure: BANCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0031,  Location: 0.2 MI SE OF 66TH AVE (Lat: 37.752831,  Lng: -122.207744),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 5,313 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,658 (year 2042),  Design Load: HS 20,  Features Intersected: DAMON SLOUGH,  Facility Carried by Structure: OAKPORT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0032,  Location: 0.25 MI S OF DUTTON AVE (Lat: 37.730878,  Lng: -122.139131),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 7,900 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,356 (year 2041),  Features Intersected: SAN LEANDRO CREEK,  Facility Carried by Structure: MAC ARTHUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 33C0053,  Location: 1.8 MI NE OF I 580 (Lat: 37.755569,  Lng: -121.563228),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 5,100 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,081 (year 2041),  Design Load: HS 20,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: GRANT LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 29.5 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: November 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $685,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0082,  Location: S LEWELLING BLVD (Lat: 37.684725,  Lng: -122.138533),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 31,700 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,495 (year 2040),  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $557,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $935,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0098,  Location: THORNALLY ST (Lat: 37.697231,  Lng: -122.129767),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 29,800 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,829 (year 2040),  Features Intersected: ORA LOMA DITCH,  Facility Carried by Structure: HESPERIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Very good,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 33C0134,  Location: 0.5 MI S/O FAIRWAY DR (Lat: 37.690822,  Lng: -122.183567),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 10 (year 2016),  Average Future Daily Traffic: 21 (year 2036),  Design Load: HS 20,  Features Intersected: CANAL A,  Facility Carried by Structure: NEPTUNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 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: 42.1 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2018,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0155,  Location: 1.3 MI S FAIRWAY DR (Lat: 37.692517,  Lng: -122.163025),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,247 (year 2040),  Features Intersected: NO NAME DITCH,  Facility Carried by Structure: WICKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020

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Structure Number: 33C0203,  Location: 0.01 MI S OF I-880 (Lat: 37.684347,  Lng: -122.129639),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 38,200 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 53,798 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: HESPERIAN BLVD
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: 35.1m (115.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 33C0207,  Location: 0.15 MI S MANOR BLVD (Lat: 37.688872,  Lng: -122.162222),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 12,900 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,247 (year 2040),  Design Load: HS 20,  Features Intersected: ESTUDILLO CANAL DITCH,  Facility Carried by Structure: WICKES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0208,  Location: N OF BURKHART AVE (Lat: 37.685803,  Lng: -122.151036),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 4,300 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,520 (year 2040),  Features Intersected: ESTUDILLO CANAL DITCH,  Facility Carried by Structure: FARNSWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0251,  Location: 100 FT N BURKHART AVE (Lat: 37.686022,  Lng: -122.149428),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,000 (year 2016),  Average Future Daily Traffic: 814 (year 2040),  Features Intersected: ESTUDILLO CANAL,  Facility Carried by Structure: DEWEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous