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

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Structure Number: 38 0007,  Location: 10-STA-099-R10.03-CER (Lat: 37.576667,  Lng: -120.938333),  Route carried "on" structure: State highway 99,  Year Built: 1941,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 78,000 (year 2000),  Truck Traffic: 17%,  Average Future Daily Traffic: 114,168 (year 2029),  Design Load: HS 20,  Features Intersected: CERES MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.030,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38 0007K,  Location: 10-STA-099-R10.03-CER (Lat: 37.576667,  Lng: -120.938333),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1912,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,400 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,438 (year 2029),  Features Intersected: CERES MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.030,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $172,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38 0007S,  Location: 10-STA-099-R10.03-CER (Lat: 37.576667,  Lng: -120.938333),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,400 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,438 (year 2029),  Design Load: HS 20,  Features Intersected: CERES MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.030,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 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: 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38 0072,  Location: 10-STA-099-R11.55-CER (Lat: 37.593333,  Lng: -120.958333),  Route carried "on" structure: State highway 99,  Year Built: 1965,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 68,000 (year 2000),  Truck Traffic: 17%,  Average Future Daily Traffic: 111,283 (year 2029),  Design Load: HS 20,  Features Intersected: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.550,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38 0073,  Location: 10-STA-099-R11.62-CER (Lat: 37.595000,  Lng: -120.960000),  Route carried "on" structure: State highway 99,  Year Built: 1965,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 68,000 (year 2000),  Truck Traffic: 17%,  Average Future Daily Traffic: 111,283 (year 2029),  Design Load: HS 20,  Features Intersected: NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.620,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38 0074,  Location: 10-STA-099-R11.3-CER (Lat: 37.590000,  Lng: -120.953333),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 12,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 38 0075,  Location: 10-STA-099-R11.91-CER (Lat: 37.596667,  Lng: -120.961667),  Route carried "on" structure: City street F210,  Year Built: 1965,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 13,200 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,523 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: WHITMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 38 0093,  Location: 10-STA-099-R10.16-CER (Lat: 37.576667,  Lng: -120.940000),  Route carried "on" structure: State highway 99,  Year Built: 1965,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 78,000 (year 2000),  Truck Traffic: 17%,  Average Future Daily Traffic: 114,168 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MITCHELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.160,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 38C0088,  Location: 0.15 MI E/O MITCHELL RD (Lat: 37.595000,  Lng: -120.935833),  Route carried "on" structure: City street F210,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,000 (year 1990),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,522 (year 2026),  Features Intersected: T.I.D. CERES MAIN CANAL,  Facility Carried by Structure: WHITMORE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2004,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38C0148,  Location: 50' S/O HATCH ROAD (Lat: 37.608889,  Lng: -120.930833),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,400 (year 1989),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,224 (year 2026),  Design Load: HS 20,  Features Intersected: T.I.D. CERES MAIN CANAL,  Facility Carried by Structure: BOOTHE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38C0222,  Location: 80' W/O MOORE ROAD (Lat: 37.580000,  Lng: -120.935833),  Route carried "on" structure: County highway ,  Year Built: 1921,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,500 (year 1990),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,310 (year 2028),  Features Intersected: T.I.D. CERES MAIN CANAL,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38C0245,  Location: 80' W/O MOORE ROAD (Lat: 37.587778,  Lng: -120.935833),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,700 (year 1990),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,134 (year 2028),  Features Intersected: T.I.D. CERES MAIN CANAL,  Facility Carried by Structure: ROEDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38 0072,  Location: 10-STA-099-R11.55-CER (Lat: 37.593333,  Lng: -120.958333),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1965,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 2,200 (year 2000),  Truck Traffic: 4%,  Features Intersected: SECOND STREET
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 1.155,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 38 0073,  Location: 10-STA-099-R11.62-CER (Lat: 37.595000,  Lng: -120.960000),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1965,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,600 (year 2000),  Truck Traffic: 4%,  Features Intersected: NORTH STREET
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 1.162,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 38 0074,  Location: 10-STA-099-R11.3-CER (Lat: 37.590000,  Lng: -120.953333),  Route carried "under" structure: State highway 99,  Year Built: 1965,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 68,000 (year 2000),  Truck Traffic: 17%,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 38 0074,  Location: 10-STA-099-R11.3-CER (Lat: 37.590000,  Lng: -120.953333),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1965,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 1,050 (year 1994),  Truck Traffic: 17%,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 38 0075,  Location: 10-STA-099-R11.91-CER (Lat: 37.596667,  Lng: -120.961667),  Route carried "under" structure: State highway 99,  Year Built: 1965,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 68,000 (year 2000),  Truck Traffic: 17%,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: WHITMORE AVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 38 0075,  Location: 10-STA-099-R11.91-CER (Lat: 37.596667,  Lng: -120.961667),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 2,500 (year 2006),  Truck Traffic: 2%,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: WHITMORE AVE
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 38 0075,  Location: 10-STA-099-R11.91-CER (Lat: 37.596667,  Lng: -120.961667),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 7,800 (year 2006),  Truck Traffic: 3%,  Features Intersected: UP RR & SR 99,  Facility Carried by Structure: WHITMORE AVE
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 38 0093,  Location: 10-STA-099-R10.16-CER (Lat: 37.576667,  Lng: -120.940000),  Route carried "under" structure: City street F219,  Year Built: 1965,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 21,000 (year 2002),  Truck Traffic: 4%,  Features Intersected: MITCHELL RD,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)