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

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Structure Number: 33 0175,  Location: 04-ALA-880-20.11 (Lat: 37.684661,  Lng: -122.128808),  Route carried "on" structure: Interstate 880,  Year Built: 1953,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 222,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 345,864 (year 2038),  Design Load: HS 20,  Features Intersected: SAN LORENZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.110,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 52.0m (170.6ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: Equal to present desirable criteria,  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: August 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0175S,  Location: 04-ALA-880-20.11 (Lat: 37.684747,  Lng: -122.128697),  Route carried "on" structure: Ramp Interstate 880,  Year Built: 1992,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,287 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SAN LORENZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.110,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.4 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: 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 0202F,  Location: 04-ALA-238-R14.47 (Lat: 37.690125,  Lng: -122.095108),  Route carried "on" structure: Ramp State highway 238,  Year Built: 1988,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 25,000 (year 1998),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,858 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CASTRO VALLEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.470,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0212L,  Location: 04-ALA-238-14.93 (Lat: 37.689139,  Lng: -122.105139),  Route carried "on" structure: State highway 238,  Year Built: 1994,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 121,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 227,429 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 185 (14TH STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.930,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  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: 38.0m (124.7ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.5m (86.9ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0217L,  Location: 04-ALA-238-15.41 (Lat: 37.688672,  Lng: -122.114250),  Route carried "on" structure: State highway 238,  Year Built: 1994,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 13.00m (42.65ft),  Average Daily Traffic: 121,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 221,372 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP RR & BARTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.410,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.0m (65.6ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0217R,  Location: 04-ALA-238-15.41 (Lat: 37.689119,  Lng: -122.115089),  Route carried "on" structure: State highway 238,  Year Built: 1994,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 100,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 187,958 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UP RR & BARTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.410,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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

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Structure Number: 33 0337,  Location: 04-ALA-580-R32.72 (Lat: 37.708042,  Lng: -122.122642),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 5,500 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,477 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: FAIRMONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 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: 34.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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 0338,  Location: 04-ALA-580-R32.32 (Lat: 37.704919,  Lng: -122.116828),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 4,375 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,398 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 159TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0395K,  Location: 04-ALA-580-R31.71 (Lat: 37.699250,  Lng: -122.108161),  Route carried "on" structure: Bypass Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 4,800 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,043 (year 2037),  Design Load: HS 20,  Features Intersected: 164TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.710,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.8 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: 37.3 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0395L,  Location: 04-ALA-580-R31.71 (Lat: 37.699647,  Lng: -122.108142),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 79,000 (year 2017),  Average Future Daily Traffic: 102,357 (year 2037),  Design Load: HS 20,  Features Intersected: 164TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.710,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0396L,  Location: 04-ALA-580-R31.34 (Lat: 37.695322,  Lng: -122.104217),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 79,000 (year 2017),  Average Future Daily Traffic: 102,357 (year 2037),  Design Load: HS 20,  Features Intersected: 167TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.340,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 24.3m (79.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0396R,  Location: 04-ALA-580-R31.34 (Lat: 37.695308,  Lng: -122.103833),  Route carried "on" structure: Interstate 580,  Year Built: 1965,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 79,000 (year 2017),  Average Future Daily Traffic: 102,357 (year 2037),  Design Load: HS 20,  Features Intersected: 167TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.340,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 24.2m (79.4ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 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: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0436F,  Location: 04-ALA-580-M31.10 (Lat: 37.689119,  Lng: -122.098933),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1988,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 46,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 64,343 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SR 238 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.100,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0524F,  Location: 04-ALA-238-R14.58 (Lat: 37.689931,  Lng: -122.096844),  Route carried "on" structure: Ramp State highway 238,  Year Built: 1988,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 10,500 (year 1994),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,410 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 238 NB,CASTRO ON RAMP
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 14.580,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0525G,  Location: 04-ALA-580-R30.80 (Lat: 37.690492,  Lng: -122.096181),  Route carried "on" structure: Ramp Interstate 580,  Year Built: 1991,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 79,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 85,791 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 238 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.800,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: High priority of corrective action,  Underclear: Equal to 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 0526G,  Location: 04-ALA-238-R14.49 (Lat: 37.689697,  Lng: -122.097228),  Route carried "on" structure: Ramp State highway 238,  Year Built: 1988,  Status: Open,  Structure Length: 20.45m (67.09ft),  Average Daily Traffic: 28,500 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 38,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: S238-E580,W580-N238,N238
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 14.490,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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

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Structure Number: 33 0726R,  Location: 04-ALA-238-14.93 (Lat: 37.689444,  Lng: -122.105528),  Route carried "on" structure: Interstate 238,  Year Built: 2010,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 121,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 227,429 (year 2042),  Design Load: HS 20,  Features Intersected: SR 185 (14TH STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.930,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 33 0739,  Location: 04-ALA-238-16.14 (Lat: 37.690967,  Lng: -122.127739),  Route carried "on" structure: Interstate 238,  Year Built: 2010,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 121,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 221,372 (year 2042),  Design Load: HS 20,  Features Intersected: UP RR, BNSF, & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.140,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.5m (119.8ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.6m (123.4ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33C0206,  Location: 0.05 MI S OF LEWELLING BL (Lat: 37.685444,  Lng: -122.116792),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 11,800 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,139 (year 2042),  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: MEEKLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.9 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33C0237,  Location: ELGIN ST & ASHLAND AVE (Lat: 37.692006,  Lng: -122.119219),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,543 (year 2042),  Features Intersected: ASHLAND AVE,  Facility Carried by Structure: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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: 33C0375,  Location: JUST S LEWELLING BLVD (Lat: 37.685731,  Lng: -122.124917),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,400 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,765 (year 2042),  Design Load: H 15,  Features Intersected: SAN LORENZO CREEK,  Facility Carried by Structure: VIA GRANADA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  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 "under" structure: County highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 1%,  Features Intersected: HESPERIAN BLVD,  Facility Carried by Structure: INTERSTATE 880
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 33 0202F,  Location: 04-ALA-238-R14.47 (Lat: 37.690125,  Lng: -122.095108),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 3%,  Features Intersected: CASTRO VALLEY BLVD,  Facility Carried by Structure: S238-E580 CONNECTR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 33 0212L,  Location: 04-ALA-238-14.93 (Lat: 37.689139,  Lng: -122.105139),  Route carried "under" structure: State highway 185,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR 185 (14TH STREET),  Facility Carried by Structure: STATE ROUTE 238 SB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.990,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: 33 0221,  Location: 04-ALA-238-15.67 (Lat: 37.689644,  Lng: -122.118794),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1997),  Truck Traffic: 9%,  Features Intersected: ASHLAND AVE,  Facility Carried by Structure: STATE ROUTE 238
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 33 0337,  Location: 04-ALA-580-R32.72 (Lat: 37.708042,  Lng: -122.122642),  Route carried "under" structure: Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2017),  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: FAIRMONT DRIVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 32.720,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 33 0338,  Location: 04-ALA-580-R32.32 (Lat: 37.704919,  Lng: -122.116828),  Route carried "under" structure: Interstate 580,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2017),  Features Intersected: INTERSTATE 580,  Facility Carried by Structure: 159TH AVE
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 32.320,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 33 0395K,  Location: 04-ALA-580-R31.71 (Lat: 37.699250,  Lng: -122.108161),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: 164TH AVENUE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 33 0395L,  Location: 04-ALA-580-R31.71 (Lat: 37.699647,  Lng: -122.108142),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: 164TH AVENUE,  Facility Carried by Structure: INTERSTATE 580
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 33 0396L,  Location: 04-ALA-580-R31.34 (Lat: 37.695322,  Lng: -122.104217),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: 167TH AVENUE,  Facility Carried by Structure: INTERSTATE 580 SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 33 0396R,  Location: 04-ALA-580-R31.34 (Lat: 37.695308,  Lng: -122.103833),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: 167TH AVENUE,  Facility Carried by Structure: INTERSTATE 580 NB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 33 0436F,  Location: 04-ALA-580-M31.10 (Lat: 37.689119,  Lng: -122.098933),  Route carried "under" structure: Ramp Interstate 580,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 2%,  Features Intersected: SR 238 & CONNECTORS
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 31.100,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0436F,  Location: 04-ALA-580-M31.10 (Lat: 37.689119,  Lng: -122.098933),  Route carried "under" structure: Interstate 238,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: SR 238 & CONNECTORS
Minimum Vertical Clearance: 13.89m (45.57ft),  Kilometerpoint: 14.550,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0524F,  Location: 04-ALA-238-R14.58 (Lat: 37.689931,  Lng: -122.096844),  Route carried "under" structure: State highway 238,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 3%,  Features Intersected: SR 238 NB,CASTRO ON RAMP
Minimum Vertical Clearance: 7.23m (23.72ft),  Kilometerpoint: 14.580,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 33 0525G,  Location: 04-ALA-580-R30.80 (Lat: 37.690492,  Lng: -122.096181),  Route carried "under" structure: Interstate 238,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2012),  Truck Traffic: 2%,  Features Intersected: INTERSTATE 238 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 14.470,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 33 0526G,  Location: 04-ALA-238-R14.49 (Lat: 37.689697,  Lng: -122.097228),  Route carried "under" structure: Ramp State highway 238,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: S238-E580,W580-N238,N238
Minimum Vertical Clearance: 5.60m (18.37ft),  Kilometerpoint: 14.490,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 33 0726R,  Location: 04-ALA-238-14.93 (Lat: 37.689444,  Lng: -122.105528),  Route carried "under" structure: State highway 185,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR 185 (14TH STREET),  Facility Carried by Structure: STATE ROUTE 238 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.990,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 33C02,  Location: 0.4 MI W/O MISSION BLVD (Lat: 37.686975,  Lng: -122.112086),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 24,100 (year 2001),  Truck Traffic: 2%,  Features Intersected: LEWELLING BLVD,  Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 33C0235,  Location: N/O SR 238 (Lat: 37.691700,  Lng: -122.119219),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 9,257 (year 1998),  Truck Traffic: 3%,  Features Intersected: ASHLAND AVE,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 33C0236,  Location: 0.2 MI N/O 238 (Lat: 37.691825,  Lng: -122.119208),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2000),  Truck Traffic: 3%,  Features Intersected: ASHLAND AVE,  Facility Carried by Structure: BARTD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 33C0237,  Location: ELGIN ST & ASHLAND AVE (Lat: 37.692006,  Lng: -122.119219),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1994),  Truck Traffic: 3%,  Features Intersected: ASHLAND AVE,  Facility Carried by Structure: ELGIN ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.7m (48.2ft)