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

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Structure Number: 33 0092,  Location: 04-ALA-092-R4.91-HAY (Lat: 37.630553,  Lng: -122.113492),  Route carried "on" structure: State highway 92,  Year Built: 1966,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 92,000 (year 2009),  Average Future Daily Traffic: 143,493 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 50.2m (164.7ft),  Out-to-Out Width: 52.2m (171.3ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to 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: 33 017,  Location: 04-ALA-880-20.16 (Lat: 37.685275,  Lng: -122.129694),  Route carried "on" structure: Interstate 880,  Year Built: 1991,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 222,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 345,864 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HESPERIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.160,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.5m (185.4ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 55.0m (180.4ft),  Out-to-Out Width: 56.6m (185.7ft)

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: 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 0179,  Location: 04-ALA-880-18.35-HAY (Lat: 37.666131,  Lng: -122.107186),  Route carried "on" structure: Interstate 880,  Year Built: 1952,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 250,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 334,400 (year 2038),  Design Load: HS 20,  Features Intersected: A STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.350,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.9m (160.4ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 48.9m (160.4ft),  Out-to-Out Width: 50.5m (165.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0181,  Location: 04-ALA-880-17.60-HAY (Lat: 37.656158,  Lng: -122.101856),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 52,800 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 94,292 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: WINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: 36.0 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0236,  Location: 04-ALA-880-15.65-HAY (Lat: 37.631456,  Lng: -122.084806),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 41,900 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 62,862 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: TENNYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0245,  Location: 04-ALA-880-13.67-HAY (Lat: 37.606692,  Lng: -122.066322),  Route carried "on" structure: Interstate 880,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 230,000 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 277,581 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WHIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.670,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.6 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: 19.8 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: 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,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 33 0245K,  Location: 04-ALA-880-13.67-HAY (Lat: 37.606511,  Lng: -122.066889),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1993,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 13,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,980 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WHIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.670,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0245S,  Location: 04-ALA-880-13.67-HAY (Lat: 37.606725,  Lng: -122.066194),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1993,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,980 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WHIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.670,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0372,  Location: 04-ALA-092-R4.48-HAY (Lat: 37.628686,  Lng: -122.120819),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 17,550 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,448 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: CLAWITER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 33.4 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: 33 039,  Location: 04-ALA-580-11.53 (Lat: 37.702519,  Lng: -121.755564),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,095 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: LAS COLINAS RD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 32.4 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0398,  Location: 04-ALA-880-14.54-HAY (Lat: 37.617461,  Lng: -122.074786),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 36,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,862 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 880, WARD CRK,  Facility Carried by Structure: INDUSTRIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 85.5 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0399S,  Location: 04-ALA-880-14.56-HAY (Lat: 37.618003,  Lng: -122.073706),  Route carried "on" structure: Ramp State highway 880,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,100 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,954 (year 2038),  Design Load: HS 20,  Features Intersected: WARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.560,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.0 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 044,  Location: 04-ALA-980-1.11-OAK (Lat: 37.811733,  Lng: -122.273900),  Route carried "on" structure: Interstate 980,  Year Built: 1973,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 29.26m (96.00ft),  Average Daily Traffic: 115,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 118,300 (year 2037),  Design Load: HS 20,  Features Intersected: SAN PABLO, W GRAND, MLKJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 10,  Lanes under structure: 16,  Base Highway Network: Yes (Inventory Route: 9,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 50.4m (165.4ft),  Out-to-Out Width: 51.6m (169.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 29.26m (96.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0445,  Location: 04-ALA-092-R5.76-HAY (Lat: 37.636489,  Lng: -122.100292),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 36,700 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,823 (year 2043),  Design Load: HS 20,  Features Intersected: STATE ROUTE 92 & RAMPS,  Facility Carried by Structure: HESPERIAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.3 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: 44.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0673,  Location: 04-ALA-580-R9.40-LVMR (Lat: 37.711772,  Lng: -121.716611),  Route carried "on" structure: Interstate 580,  Year Built: 1969,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 175,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 255,483 (year 2039),  Features Intersected: ALTAMONT CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.400,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 87.8m (288.1ft),  Skew: 30 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: 1.2m (3.9ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 87.8m (288.1ft),  Out-to-Out Width: 107.3m (352.0ft)

Condition: Channel: Satisfactory,  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,  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: January 2022

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Structure Number: 33 0676G,  Location: 04-ALA-880-16.79-HAY (Lat: 37.646014,  Lng: -122.094206),  Route carried "on" structure: Ramp State highway 880,  Year Built: 2011,  Status: Open,  Structure Length: 5.98m (19.62ft),  Average Daily Traffic: 22,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,605 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: E 92-N 880 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.790,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 28.1m (92.2ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 33 0677,  Location: 04-ALA-092-6.35-HAY (Lat: 37.643969,  Lng: -122.094058),  Route carried "on" structure: State highway 92,  Year Built: 2011,  Status: Open,  Structure Length: 18.38m (60.30ft),  Average Daily Traffic: 111,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 134,943 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 880, E92-N880,S880-E92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.350,  Lanes on structure: 6,  Lanes under structure: 15,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 33.7m (110.6ft)

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: Somewhat better than minimum adequacy,  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 0678F,  Location: 04-ALA-092-6.37-HAY (Lat: 37.645464,  Lng: -122.094681),  Route carried "on" structure: Ramp State highway 92,  Year Built: 2010,  Status: Open,  Structure Length: 12.93m (42.42ft),  Average Daily Traffic: 40,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,703 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 880, E92-N880 CONNECTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.370,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 36.1m (118.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

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 minimum criteria,  Underclear: Equal to present minimum criteria,  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 0679G,  Location: 04-ALA-092-6.27-HAY (Lat: 37.642650,  Lng: -122.094167),  Route carried "on" structure: Ramp State highway 92,  Year Built: 2009,  Status: Open,  Structure Length: 24.80m (81.36ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 161,932 (year 2043),  Design Load: HS 20,  Features Intersected: I 880, S880-E92 CONNECTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.270,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 27.8m (91.2ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: 33C0071,  Location: BTWN 4TH & RUBY ST (Lat: 37.678742,  Lng: -122.076819),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 30,600 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,821 (year 2042),  Design Load: HS 20,  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: A ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0114,  Location: 0.3 MI S/W INDUSTRL PKWY (Lat: 37.614278,  Lng: -122.065764),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 26,257 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,131 (year 2040),  Features Intersected: ALAMEDA CREEK BRANCH,  Facility Carried by Structure: INDUSTRIAL PKWY W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0169,  Location: 0.15 MI E/O TAMPA AVE (Lat: 37.631236,  Lng: -122.073136),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 34,200 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,769 (year 2042),  Features Intersected: WARD CREEK,  Facility Carried by Structure: TENNYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 33.5m (109.9ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 33C021,  Location: E OF THACKERAY AVE (Lat: 37.624461,  Lng: -122.072008),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 8,714 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,129 (year 2040),  Features Intersected: TENNYSON FLOOD CNTRL CHN,  Facility Carried by Structure: FOLSOM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.1m (13.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0211,  Location: ORCHARD AVE (Lat: 37.658683,  Lng: -122.076722),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 8,226 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,563 (year 2042),  Design Load: HS 20,  Features Intersected: ORCHARD AVE,  Facility Carried by Structure: WHITMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0214,  Location: DONALD AVE (Lat: 37.649572,  Lng: -122.074789),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 28,183 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,954 (year 2040),  Features Intersected: NO NAME CREEK,  Facility Carried by Structure: HARDER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 31.7m (104.0ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0219,  Location: HARDER RD (Lat: 37.650297,  Lng: -122.070067),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 8,226 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,235 (year 2040),  Design Load: HS 20,  Features Intersected: HARDER ROAD,  Facility Carried by Structure: WHITMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 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: 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0231,  Location: JUST NE OF MAIN ST (Lat: 37.678272,  Lng: -122.087356),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 2,878 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,284 (year 2042),  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: HAZEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0244,  Location: JUST S/E INDSTRL PKWY W (Lat: 37.621572,  Lng: -122.056522),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 23,978 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,752 (year 2040),  Features Intersected: ALAMEDA CREEK,  Facility Carried by Structure: HUNTWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 28.7m (94.2ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0401,  Location: 0.3 MI WEST OF HWY 84 (Lat: 37.552825,  Lng: -122.056233),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 29,400 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,397 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: ARDENWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.1m (102.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0403,  Location: 0.5 MI E OF 880 (Lat: 37.666278,  Lng: -122.101375),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 13.55m (44.46ft),  Average Daily Traffic: 30,300 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,324 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,BNSF,AMTRAK, YOLO,  Facility Carried by Structure: A STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 24.4m (80.1ft)

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

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Structure Number: 33C0404,  Location: 0.6 MI E OF 880 (Lat: 37.666767,  Lng: -122.099092),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 30,300 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,660 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MEEKLAND AVE,  Facility Carried by Structure: A ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 27.2m (89.2ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C046,  Location: 800 FT S OF PIMLICO DR (Lat: 37.699197,  Lng: -121.865306),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 3,545 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,384 (year 2036),  Features Intersected: G-3 CHANNEL,  Facility Carried by Structure: FAIRLANDS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.8m (78.1ft)

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,  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

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Structure Number: 33C0466,  Location: 150 FT SE CITY CENTER DR (Lat: 37.676881,  Lng: -122.082794),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 50,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,979 (year 2042),  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 35.9m (117.8ft)

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

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Structure Number: 33 0093,  Location: 04-ALA-092-7.26-HAY (Lat: 37.655972,  Lng: -122.088044),  Route carried "under" structure: State highway 92,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: ST RTE 92 (JACKSON ST),  Facility Carried by Structure: UP RR & AMTRAK
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 7.260,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 33 0094,  Location: 04-ALA-092-8.02-HAY (Lat: 37.666122,  Lng: -122.082472),  Route carried "under" structure: State highway 92,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: ST RTE 92 (JACKSON ST),  Facility Carried by Structure: BNSF,UP RR, AMTRAK
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 8.020,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 33 0179,  Location: 04-ALA-880-18.35-HAY (Lat: 37.666131,  Lng: -122.107186),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: A STREET,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 33 0181,  Location: 04-ALA-880-17.60-HAY (Lat: 37.656158,  Lng: -122.101856),  Route carried "under" structure: Interstate 880,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2009),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: WINTON AVE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 17.600,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 33 0236,  Location: 04-ALA-880-15.65-HAY (Lat: 37.631456,  Lng: -122.084806),  Route carried "under" structure: Interstate 880,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 211,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: TENNYSON ROAD
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 15.650,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 33 0245,  Location: 04-ALA-880-13.67-HAY (Lat: 37.606692,  Lng: -122.066322),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 45,196 (year 2017),  Truck Traffic: 11%,  Features Intersected: WHIPPLE ROAD,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 33 0245K,  Location: 04-ALA-880-13.67-HAY (Lat: 37.606511,  Lng: -122.066889),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 45,196 (year 2017),  Truck Traffic: 11%,  Features Intersected: WHIPPLE ROAD,  Facility Carried by Structure: S880-WHIPPLE RD OF
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 33 0245S,  Location: 04-ALA-880-13.67-HAY (Lat: 37.606725,  Lng: -122.066194),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 45,196 (year 2017),  Truck Traffic: 11%,  Features Intersected: WHIPPLE ROAD,  Facility Carried by Structure: WHIPPLE RD-N880 ON
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 33 037,  Location: 04-ALA-092-R5.12-HAY (Lat: 37.631928,  Lng: -122.110211),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INDUSTRIAL BLVD,  Facility Carried by Structure: STATE ROUTE 92
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 33 0372,  Location: 04-ALA-092-R4.48-HAY (Lat: 37.628686,  Lng: -122.120819),  Route carried "under" structure: State highway 92,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 92,000 (year 2009),  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: CLAWITER ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 4.480,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 33 0398,  Location: 04-ALA-880-14.54-HAY (Lat: 37.617461,  Lng: -122.074786),  Route carried "under" structure: Interstate 880,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 202,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 880, WARD CRK,  Facility Carried by Structure: INDUSTRIAL PARKWAY
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.540,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 33 0445,  Location: 04-ALA-092-R5.76-HAY (Lat: 37.636489,  Lng: -122.100292),  Route carried "under" structure: Ramp State highway 92,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 92 & RAMPS,  Facility Carried by Structure: HESPERIAN BLVD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 5.760,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0445,  Location: 04-ALA-092-R5.76-HAY (Lat: 37.636489,  Lng: -122.100292),  Route carried "under" structure: Ramp State highway 92,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 92 & RAMPS,  Facility Carried by Structure: HESPERIAN BLVD
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 5.760,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0445,  Location: 04-ALA-092-R5.76-HAY (Lat: 37.636489,  Lng: -122.100292),  Route carried "under" structure: State highway 92,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 92 & RAMPS,  Facility Carried by Structure: HESPERIAN BLVD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 5.760,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 33 0448,  Location: 04-ALA-092-8.03-HAY (Lat: 37.666236,  Lng: -122.082397),  Route carried "under" structure: State highway 92,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: ST RTE 92 (JACKSON ST),  Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 8.030,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 33 0655,  Location: 04-ALA-092-R3.88-HAY (Lat: 37.625825,  Lng: -122.130089),  Route carried "under" structure: State highway 92,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 2009),  Features Intersected: STATE ROUTE 92,  Facility Carried by Structure: PEDESTRIANS
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 3.880,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.9m (114.5ft)