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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 19
Total length: 172 meters (564ft)
Total costs: $638,000
Total average daily traffic: 568,318
Total average daily truck traffic: 90,529
National Bridge Inventory (NBI) Registered Bridges for Tracy

New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 16
  • 1980-1989: 0
  • 1990-1999: 2

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 29 0178L,  Location: 10-SJ-205-R7.01-TRA (Lat: 37.763333,  Lng: -121.433333),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,379 (year 2029),  Design Load: HS 20,  Features Intersected: TRACY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.010,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0178R,  Location: 10-SJ-205-R7.01-TRA (Lat: 37.763333,  Lng: -121.433333),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,379 (year 2029),  Design Load: HS 20,  Features Intersected: TRACY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.010,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0182,  Location: 10-SJ-205-R7.52-TRA (Lat: 37.763333,  Lng: -121.425000),  Route carried "on" structure: City street Y346,  Year Built: 1970,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 9,470 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,859 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 205,  Facility Carried by Structure: HOLLY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0183L,  Location: 10-SJ-205-R7.85-TRA (Lat: 37.763333,  Lng: -121.418333),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 65,379 (year 2029),  Design Load: HS 20,  Features Intersected: SUGAR SPUR RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.850,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $638,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0183R,  Location: 10-SJ-205-R7.85-TRA (Lat: 37.763333,  Lng: -121.418333),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,379 (year 2029),  Design Load: HS 20,  Features Intersected: SUGAR SPUR RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.850,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0184L,  Location: 10-SJ-205-R8.12-TRA (Lat: 37.765000,  Lng: -121.413333),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,379 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.120,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0184R,  Location: 10-SJ-205-R8.12-TRA (Lat: 37.765000,  Lng: -121.413333),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,379 (year 2029),  Design Load: HS 20,  Features Intersected: MACARTHUR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.120,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0186K,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753333,  Lng: -121.461667),  Route carried "on" structure: Ramp Interstate 205,  Year Built: 1997,  Status: Open,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 6,900 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,821 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: GRANT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.290,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0186L,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753333,  Lng: -121.461667),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 53,050 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: GRANT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.290,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29 0186R,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753333,  Lng: -121.461667),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 45,750 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 53,050 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: GRANT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.290,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29C0126,  Location: 0.4 MI E MAC ARTHUR DR (Lat: 37.740000,  Lng: -121.410000),  Route carried "on" structure: City street Y332,  Year Built: 1936,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 43.92m (144.09ft),  Average Daily Traffic: 17,073 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,900 (year 2025),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: ELEVENTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 28,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29 0178L,  Location: 10-SJ-205-R7.01-TRA (Lat: 37.763333,  Lng: -121.433333),  Route carried "under" structure: City street Y343,  Year Built: 1970,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 19,300 (year 1999),  Truck Traffic: 6%,  Features Intersected: TRACY BLVD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 29 0178R,  Location: 10-SJ-205-R7.01-TRA (Lat: 37.763333,  Lng: -121.433333),  Route carried "under" structure: City street Y343,  Year Built: 1970,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 19,300 (year 1999),  Truck Traffic: 6%,  Features Intersected: TRACY BLVD,  Facility Carried by Structure: INTERSTATTE 205
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 29 0182,  Location: 10-SJ-205-R7.52-TRA (Lat: 37.763333,  Lng: -121.425000),  Route carried "under" structure: Interstate 205,  Year Built: 1970,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 67,800 (year 1997),  Truck Traffic: 18%,  Features Intersected: INTERSTATE 205,  Facility Carried by Structure: HOLLY DR
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 29 0184L,  Location: 10-SJ-205-R8.12-TRA (Lat: 37.765000,  Lng: -121.413333),  Route carried "under" structure: City street Y348,  Year Built: 1970,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 14,805 (year 1999),  Truck Traffic: 5%,  Features Intersected: MACARTHUR DR,  Facility Carried by Structure: INTERSTATE 205 WB
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 29 0184R,  Location: 10-SJ-205-R8.12-TRA (Lat: 37.765000,  Lng: -121.413333),  Route carried "under" structure: City street Y348,  Year Built: 1970,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 14,805 (year 1999),  Truck Traffic: 5%,  Features Intersected: MACARTHUR DR,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 29 0186K,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753333,  Lng: -121.461667),  Route carried "under" structure: City street Y335,  Year Built: 1997,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 10,955 (year 1999),  Truck Traffic: 5%,  Features Intersected: GRANT LINE RD,  Facility Carried by Structure: GRANT LINE-W205 ON
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 29 0186L,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753333,  Lng: -121.461667),  Route carried "under" structure: City street Y335,  Year Built: 1970,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 10,955 (year 1999),  Truck Traffic: 5%,  Features Intersected: GRANT LINE RD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 29 0186R,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753333,  Lng: -121.461667),  Route carried "under" structure: City street Y335,  Year Built: 1970,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 10,955 (year 1999),  Truck Traffic: 5%,  Features Intersected: GRANT LINE RD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.2m (115.5ft)

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