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

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Structure Number: 23C0152,  Location: BTWN ILLINOIS FARRAGUT ST (Lat: 38.112061,  Lng: -122.257897),  Route carried "on" structure: City street ,  Year Built: 1913,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 8,792 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,529 (year 2042),  Features Intersected: US NAVY RR,  Facility Carried by Structure: SACRAMENTO ST
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: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  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: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 25.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23C024,  Location: 0.5 MI E OF SUNSET AVE (Lat: 38.253128,  Lng: -122.009706),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 1,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,294 (year 2043),  Features Intersected: LAUREL CREEK DIVERSION,  Facility Carried by Structure: WORLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23C0248,  Location: 1 MILE WEST OF SR 29 (Lat: 38.109639,  Lng: -122.277600),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 61.13m (200.56ft),  Average Daily Traffic: 5,743 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,408 (year 2042),  Features Intersected: NAPA RIVER,  Facility Carried by Structure: G STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 42.7m (140.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 51,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2022,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: April 2021,  Deck Structure Type: Open Grating

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Structure Number: 23C025,  Location: 0.15 MI S OF MANKAS CORNR (Lat: 38.269756,  Lng: -122.092536),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 3,150 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,084 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LEDGEWOOD CREEK,  Facility Carried by Structure: ABERNATHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23C0259,  Location: 0.3 MI S LANDMARK DRIVE (Lat: 38.137617,  Lng: -122.169411),  Route carried "on" structure: Spur City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 50 (year 2008),  Average Future Daily Traffic: 107 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SEASONAL STREAM,  Facility Carried by Structure: ALDER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 97.2 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: 85.5 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23C0261,  Location: JUST E OF HIDDENBROOKE (Lat: 38.154819,  Lng: -122.180425),  Route carried "on" structure: Spur City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 100 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 208 (year 2042),  Design Load: HS 20,  Features Intersected: SEASONAL CREEK,  Facility Carried by Structure: ASHWELL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Wood or Timber

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Structure Number: 28 0352L,  Location: 04-CC-080-13.80-VAL (Lat: 38.055956,  Lng: -122.225958),  Route carried "on" structure: Interstate 80,  Year Built: 2003,  Status: Open,  Structure Length: 105.60m (346.46ft),  Average Daily Traffic: 154,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 190,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARQUINEZ STRAITS, RR
Minimum Vertical Clearance: 16.00m (52.49ft),  Kilometerpoint: 13.800,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Navigation Control: Yes ( Vertical Clearance: 40.5m (132.9ft), Horizontal Clearance: 298.8m (980.3ft)),  Material/Design: Steel continuous,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 728.0m (2,388.5ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 28 0360L,  Location: 04-CC-004-R3.66L-MTZ (Lat: 38.008164,  Lng: -122.212781),  Route carried "on" structure: State highway 4,  Year Built: 2001,  Status: Open,  Structure Length: 26.20m (85.96ft),  Average Daily Traffic: 21,750 (year 2018),  Average Future Daily Traffic: 41,199 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.660,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 88.5m (290.4ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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: 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: 28 0367L,  Location: 04-CC-080-13.62-VAL (Lat: 38.052517,  Lng: -122.228114),  Route carried "on" structure: Interstate 80,  Year Built: 2003,  Status: Open,  Structure Length: 49.70m (163.06ft),  Average Daily Traffic: 109,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 119,302 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SAN PABLO, ETC., UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.620,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 75.0m (246.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28 0370K,  Location: 04-CC-080-13.76-VAL (Lat: 38.054481,  Lng: -122.227803),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2003,  Status: Open,  Structure Length: 17.33m (56.86ft),  Average Daily Traffic: 1,400 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,101 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DOWRELIO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.760,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.0m,  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 23 0064,  Location: 04-SOL-037-R7.39-VAL (Lat: 38.118208,  Lng: -122.285783),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,723 (year 2007),  Truck Traffic: 1%,  Features Intersected: NAPA RIVER AND WILSON AV,  Facility Carried by Structure: STATE ROUTE 37
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 23 0066,  Location: 04-SOL-080-1.78-VAL (Lat: 38.085283,  Lng: -122.233481),  Route carried "under" structure: Interstate 80,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: MAGAZINE STREET
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.780,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 23 0081,  Location: 04-SOL-080-5.63-VAL (Lat: 38.138647,  Lng: -122.220064),  Route carried "under" structure: Ramp State highway 37,  Year Built: 1944,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: E37 - COLUMBUS PARKWAY,  Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 11.550,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 23 0087,  Location: 04-SOL-080-1.14-VAL (Lat: 38.076114,  Lng: -122.231578),  Route carried "under" structure: State highway 29,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 4,650 (year 2003),  Truck Traffic: 5%,  Features Intersected: E80-N29 CONNECTOR RAMP,  Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.010,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 23 0088,  Location: 04-SOL-080-2.44 (Lat: 38.094472,  Lng: -122.230256),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: BENICIA ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.440,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 23 0088,  Location: 04-SOL-080-2.44 (Lat: 38.094472,  Lng: -122.230256),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2003),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: BENICIA ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 2.450,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 23 0088,  Location: 04-SOL-080-2.44 (Lat: 38.094472,  Lng: -122.230256),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 20,200 (year 2003),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: BENICIA ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 2.400,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 23 0089,  Location: 04-SOL-080-3.23-VAL (Lat: 38.105719,  Lng: -122.229958),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: SPRINGS ROAD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.230,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 23 0094L,  Location: 04-SOL-037-R11.22-VAL (Lat: 38.141456,  Lng: -122.227878),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,770 (year 1998),  Truck Traffic: 5%,  Features Intersected: SAGE ST,  Facility Carried by Structure: STATE ROUTE 37 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 23 0094R,  Location: 04-SOL-037-R11.22-VAL (Lat: 38.141206,  Lng: -122.227989),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,770 (year 1997),  Truck Traffic: 5%,  Features Intersected: SAGE ST,  Facility Carried by Structure: STATE ROUTE 37 EB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 23 0098,  Location: 04-SOL-080-3.49-VAL (Lat: 38.109550,  Lng: -122.230006),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: TENNESSEE STREET
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 3.490,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 23 0098,  Location: 04-SOL-080-3.49-VAL (Lat: 38.109550,  Lng: -122.230006),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,350 (year 2003),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: TENNESSEE STREET
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 3.500,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 23 0098,  Location: 04-SOL-080-3.49-VAL (Lat: 38.109550,  Lng: -122.230006),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2003),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS,  Facility Carried by Structure: TENNESSEE STREET
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.480,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 23 0108,  Location: 04-SOL-080-2.88-VAL (Lat: 38.100689,  Lng: -122.230183),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: GEORGIA ST
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 2.880,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 23 0109,  Location: 04-SOL-037-R7.21-VAL (Lat: 38.118272,  Lng: -122.287722),  Route carried "under" structure: State highway 37,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: STATE ROUTE 37,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 7.210,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 23 0114,  Location: 04-SOL-080-4.43-VAL (Lat: 38.122942,  Lng: -122.230253),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: REDWOOD ST
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 4.430,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 23 0115,  Location: 04-SOL-780-6.00-VAL (Lat: 38.085528,  Lng: -122.210194),  Route carried "under" structure: Interstate 780,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 780,  Facility Carried by Structure: GLEN COVE ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 6.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 23 0117,  Location: 04-SOL-080-2.22 (Lat: 38.091233,  Lng: -122.230172),  Route carried "under" structure: Interstate 780,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 43,600 (year 1998),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 780,  Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 7.190,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 23 0133,  Location: 04-SOL-780-6.66-VAL (Lat: 38.088806,  Lng: -122.221444),  Route carried "under" structure: Interstate 780,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 780,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 6.660,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 23 015,  Location: 04-SOL-080-8.10 (Lat: 38.169617,  Lng: -122.200456),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: AMERICAN CANYON RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 8.100,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 23 0173G,  Location: 04-SOL-080-5.65-VAL (Lat: 38.139881,  Lng: -122.220500),  Route carried "under" structure: Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 131,000 (year 1998),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 80 & RAMPS
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 5.650,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 23 0173G,  Location: 04-SOL-080-5.65-VAL (Lat: 38.139881,  Lng: -122.220500),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2003),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS
Minimum Vertical Clearance: 10.23m (33.56ft),  Kilometerpoint: 5.680,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 23 0173K,  Location: 04-SOL-080-5.68-VAL (Lat: 38.140017,  Lng: -122.220431),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2003),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80 & RAMPS
Minimum Vertical Clearance: 11.58m (37.99ft),  Kilometerpoint: 5.680,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 23 0173K,  Location: 04-SOL-080-5.68-VAL (Lat: 38.140017,  Lng: -122.220431),  Route carried "under" structure: Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 131,000 (year 1998),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 80 & RAMPS
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 5.680,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 23 0174G,  Location: 04-SOL-037-R11.54R-VAL (Lat: 38.140778,  Lng: -122.222144),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 21,600 (year 2012),  Truck Traffic: 2%,  Features Intersected: E80 - W37, W37-W80 RAMPS
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.730,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 23 0174G,  Location: 04-SOL-037-R11.54R-VAL (Lat: 38.140778,  Lng: -122.222144),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 5%,  Features Intersected: E80 - W37, W37-W80 RAMPS
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 5.750,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 23 0174G,  Location: 04-SOL-037-R11.54R-VAL (Lat: 38.140778,  Lng: -122.222144),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2008),  Truck Traffic: 5%,  Features Intersected: E80 - W37, W37-W80 RAMPS
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 5.740,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 23 0175G,  Location: 04-SOL-037-R11.65R-VAL (Lat: 38.140706,  Lng: -122.220050),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 5.750,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 64.6m (211.9ft)

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Structure Number: 23 0175G,  Location: 04-SOL-037-R11.65R-VAL (Lat: 38.140706,  Lng: -122.220050),  Route carried "under" structure: Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 115,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.820,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 64.6m (211.9ft)

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Structure Number: 23 0176K,  Location: 04-SOL-080-5.81-VAL (Lat: 38.140942,  Lng: -122.219658),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2003),  Truck Traffic: 5%,  Features Intersected: W80 - EB COLUMBUS PKWY
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 5.810,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 23 0201K,  Location: 04-SOL-037-R11.72L-VAL (Lat: 38.139839,  Lng: -122.220472),  Route carried "under" structure: Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 115,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: COLUMBUS-W37 ON RP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.680,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 23 0201K,  Location: 04-SOL-037-R11.72L-VAL (Lat: 38.139839,  Lng: -122.220472),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: COLUMBUS-W37 ON RP
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 23 0205L,  Location: 04-SOL-037-10.94-VAL (Lat: 38.141417,  Lng: -122.233053),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 30,753 (year 2007),  Truck Traffic: 4%,  Features Intersected: FAIRGROUNDS DRIVE,  Facility Carried by Structure: STATE RTE 37 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  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: 23 0205R,  Location: 04-SOL-037-10.94-VAL (Lat: 38.141189,  Lng: -122.232864),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 30,753 (year 2007),  Truck Traffic: 4%,  Features Intersected: FAIRGROUNDS DRIVE,  Facility Carried by Structure: STATE RTE 37 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  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: 23 0217,  Location: 04-SOL-037-8.46-VAL (Lat: 38.126086,  Lng: -122.269439),  Route carried "under" structure: State highway 37,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2009),  Truck Traffic: 25%,  Features Intersected: STATE ROUTE 37,  Facility Carried by Structure: SACRAMENTO ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 8.460,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 23 0218,  Location: 04-SOL-037-R9.52-VAL (Lat: 38.139122,  Lng: -122.256517),  Route carried "under" structure: State highway 29,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 25,150 (year 2009),  Truck Traffic: 8%,  Features Intersected: ST RTE 29, CHABOT CREEK,  Facility Carried by Structure: STATE ROUTE 37
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 5.010,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.6m (192.3ft)

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Structure Number: 23 0219,  Location: 04-SOL-037-R9.82-VAL (Lat: 38.141869,  Lng: -122.252594),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 14,584 (year 2007),  Truck Traffic: 5%,  Features Intersected: BROADWAY, UP RR,  Facility Carried by Structure: STATE ROUTE 37
Minimum Vertical Clearance: 8.76m (28.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 23 022,  Location: 04-SOL-037-R9.98-VAL (Lat: 38.142411,  Lng: -122.249897),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 9,776 (year 2007),  Truck Traffic: 5%,  Features Intersected: MINI DRIVE,  Facility Carried by Structure: STATE ROUTE 37
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.0m (160.8ft)

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Structure Number: 23 0222F,  Location: 04-SOL-037-R9.84-VAL (Lat: 38.142553,  Lng: -122.252589),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 14,584 (year 2007),  Truck Traffic: 5%,  Features Intersected: BROADWAY, UP RR,  Facility Carried by Structure: W37-N&S29 CONNECTR
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 23C0111,  Location: 0.4 MI W LEMON ST (Lat: 38.094714,  Lng: -122.242047),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 17,665 (year 2008),  Truck Traffic: 2%,  Features Intersected: CURTOLA PARKWAY,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 23T5781,  Location: 04-SOL-080-.05-VAL (Lat: 38.069158,  Lng: -122.226233),  Route carried "under" structure: Interstate 80,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 116,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 80 EB,  Facility Carried by Structure: TOLL PLAZA CANOPY
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.050,  Lanes under structure: 12,  Toll: Toll bridge,  Material/Design: Steel continuous,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 28 0367L,  Location: 04-CC-080-13.62-VAL (Lat: 38.052517,  Lng: -122.228114),  Route carried "under" structure: County highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,100 (year 2013),  Truck Traffic: 2%,  Features Intersected: SAN PABLO, ETC., UP RR,  Facility Carried by Structure: INTERSTATE 80 WB
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 28 0367L,  Location: 04-CC-080-13.62-VAL (Lat: 38.052517,  Lng: -122.228114),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 2,020 (year 2013),  Truck Traffic: 2%,  Features Intersected: SAN PABLO, ETC., UP RR
Minimum Vertical Clearance: 5.60m (18.37ft),  Kilometerpoint: 13.620,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 75.0m (246.1ft)