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

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Structure Number: 19 006,  Location: 03-PLA-080-17.83-AUB (Lat: 38.903333,  Lng: -121.071667),  Route carried "on" structure: City street Y140,  Year Built: 1989,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: ELM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0071,  Location: 03-PLA-080-18.33-AUB (Lat: 38.910000,  Lng: -121.076667),  Route carried "on" structure: Interstate 80,  Year Built: 1989,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 115,612 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR, BNSF RY, & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.330,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 37.3m (122.4ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: 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,  Underclear: Better than present minimum criteria,  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: 19 0072,  Location: 03-PLA-080-17.54-AUB (Lat: 38.900000,  Lng: -121.073333),  Route carried "on" structure: Interstate 80,  Year Built: 1989,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 115,612 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.540,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: 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,  Underclear: Equal to present minimum criteria,  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: 19 0073,  Location: 03-PLA-080-17.73-AUB (Lat: 38.901667,  Lng: -121.071667),  Route carried "on" structure: Interstate 80,  Year Built: 1946,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 115,612 (year 2029),  Design Load: HS 20,  Features Intersected: WALSH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.730,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 48.6m (159.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 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: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19 0081,  Location: 03-PLA-080-16.85-AUB (Lat: 38.893333,  Lng: -121.083333),  Route carried "on" structure: Interstate 80,  Year Built: 1957,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 115,612 (year 2029),  Design Load: HS 20,  Features Intersected: OPHIR ROAD-E80 ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.850,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 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: 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Preformed Fabric

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Structure Number: 19 0084,  Location: 03-PLA-080-17.29-AUB (Lat: 38.896667,  Lng: -121.076667),  Route carried "on" structure: City street Y144,  Year Built: 1989,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.290,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0125,  Location: 03-PLA-080-R18.88-AUB (Lat: 38.915000,  Lng: -121.061667),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 800 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,092 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19 0155,  Location: 03-PLA-049-3.33-AUB (Lat: 38.896667,  Lng: -121.078333),  Route carried "on" structure: State highway 49,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 39,300 (year 1997),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,402 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: AUBURN RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 99.9m (327.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: October 2007

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Structure Number: 19 0156E,  Location: 03-PLA-080-17.49-AUB (Lat: 38.895000,  Lng: -121.078333),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,300 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,323 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: AUBURN RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.490,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: November 2007

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Structure Number: 19 0157E,  Location: 03-PLA-049-3.25-AUB (Lat: 38.900000,  Lng: -121.075000),  Route carried "on" structure: Ramp State highway 49,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,300 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,025 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: AUBURN RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.250,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 80.0m (262.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19C0075,  Location: NEAR AUBURN RAVINE RD (Lat: 38.907778,  Lng: -121.073889),  Route carried "on" structure: City street Y133,  Year Built: 1980,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 8,000 (year 1989),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,050 (year 2027),  Features Intersected: AUBURN RAVINE,  Facility Carried by Structure: PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19C0077,  Location: NEAR SACRAMENTO ST. (Lat: 38.886944,  Lng: -121.071389),  Route carried "on" structure: City street Y143,  Year Built: 1970,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,663 (year 1976),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,886 (year 2029),  Features Intersected: CLOSED ROADWAY,  Facility Carried by Structure: PACIFIC AVE
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),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 19C02,  Location: 0.2 MI N PACIFIC AVE (Lat: 38.886944,  Lng: -121.077778),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 6,700 (year 1998),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,649 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR, BNSF RY, & AMTRAK,  Facility Carried by Structure: AUBURN-FOLSOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 19C0201,  Location: 0.1 MI N SACRAMENTO ST (Lat: 38.895278,  Lng: -121.076111),  Route carried "on" structure: City street Y146,  Year Built: 1976,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 13,600 (year 1998),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,757 (year 2027),  Design Load: HS 20,  Features Intersected: AUBURN PARK UC,  Facility Carried by Structure: AUBURN-FOLSOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.3 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: 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: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 19 0044,  Location: 03-PLA-049-2.38-AUB (Lat: 38.906667,  Lng: -121.065000),  Route carried "under" structure: State highway 49,  Year Built: 1964,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 15,200 (year 2000),  Truck Traffic: 11%,  Features Intersected: UP RR, BNSF RY, & AMTRAK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.238,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 19 0045,  Location: 03-PLA-080-17.12-AUB (Lat: 38.895000,  Lng: -121.080000),  Route carried "under" structure: Interstate 80,  Year Built: 1909,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Features Intersected: UP RR, BNSF RY, & AMTRAK
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 1.712,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 19 006,  Location: 03-PLA-080-17.83-AUB (Lat: 38.903333,  Lng: -121.071667),  Route carried "under" structure: Interstate 80,  Year Built: 1989,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: ELM AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.783,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 19 0072,  Location: 03-PLA-080-17.54-AUB (Lat: 38.900000,  Lng: -121.073333),  Route carried "under" structure: State highway 49,  Year Built: 1989,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 39,300 (year 1997),  Truck Traffic: 11%,  Features Intersected: SR 49,  Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.321,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 19 0073,  Location: 03-PLA-080-17.73-AUB (Lat: 38.901667,  Lng: -121.071667),  Route carried "under" structure: Alternate City street ,  Year Built: 1946,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 350 (year 1998),  Truck Traffic: 1%,  Features Intersected: WALSH ST,  Facility Carried by Structure: INTERSTATE 80
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.5m (34.4ft)

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Structure Number: 19 0081,  Location: 03-PLA-080-16.85-AUB (Lat: 38.893333,  Lng: -121.083333),  Route carried "under" structure: Bypass Interstate 80,  Year Built: 1957,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 55,400 (year 1997),  Truck Traffic: 23%,  Features Intersected: OPHIR ROAD-E80 ON RAMP
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.685,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 19 0084,  Location: 03-PLA-080-17.29-AUB (Lat: 38.896667,  Lng: -121.076667),  Route carried "under" structure: Interstate 80,  Year Built: 1989,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.729,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 19 0125,  Location: 03-PLA-080-R18.88-AUB (Lat: 38.915000,  Lng: -121.061667),  Route carried "under" structure: Interstate 80,  Year Built: 1988,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 85,000 (year 1998),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 80,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.888,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)