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

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Structure Number: 32 0006,  Location: 10-TUO-049-17.49-SRA (Lat: 37.980000,  Lng: -120.388333),  Route carried "on" structure: State highway 49,  Year Built: 1902,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,300 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,778 (year 2027),  Design Load: H 20,  Features Intersected: WOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.490,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2005,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32 0007,  Location: 10-TUO-049-17.8-SRA (Lat: 37.983333,  Lng: -120.383333),  Route carried "on" structure: State highway 49,  Year Built: 1947,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,300 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,778 (year 2027),  Design Load: HS 20,  Features Intersected: SONORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.800,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2005,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $226,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32 0014,  Location: 10-TUO-049-18.02-SRA (Lat: 37.983333,  Lng: -120.388333),  Route carried "on" structure: State highway 49,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 17,650 (year 2000),  Average Future Daily Traffic: 18,547 (year 2029),  Features Intersected: SONORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Superstructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $415,000

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Structure Number: 32 0059,  Location: 10-TUO-108-R.03-SRA (Lat: 37.965000,  Lng: -120.393333),  Route carried "on" structure: State highway 108,  Year Built: 1987,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 17,750 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,948 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 49 NB & WOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.030,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  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: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.0 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32 0062,  Location: 10-TUO-108-R2.02-SRA (Lat: 37.983333,  Lng: -120.361667),  Route carried "on" structure: State highway 108,  Year Built: 1987,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 17,750 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,948 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SERA & SANGUINETTI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.020,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 32 0063,  Location: 10-TUO-108-R1.57-SRA (Lat: 37.970000,  Lng: -120.366667),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,442 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 108,  Facility Carried by Structure: OLD WARDS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.570,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 32 0064,  Location: 10-TUO-108-R.65-SRA (Lat: 37.966667,  Lng: -120.381667),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,092 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 108,  Facility Carried by Structure: CROOKED LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.650,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  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

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Structure Number: 32C0015,  Location: 100' NORTH OF THEALL (Lat: 37.984444,  Lng: -120.380833),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 300 (year 1980),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,567 (year 2028),  Features Intersected: SONORA CREEK,  Facility Carried by Structure: SOUTH BARRETTA ST
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32C0074,  Location: NORTH OF RTE 49 (Lat: 37.983333,  Lng: -120.382778),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,000 (year 1985),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,741 (year 2028),  Features Intersected: SONORA CREEK,  Facility Carried by Structure: GREEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 19.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32C0075,  Location: SOUTH OF RTE 49 (Lat: 37.980000,  Lng: -120.388889),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,000 (year 1985),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,495 (year 2028),  Design Load: H 15,  Features Intersected: SONORA CREEK,  Facility Carried by Structure: SOUTHGATE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $264,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32 0059,  Location: 10-TUO-108-R.03-SRA (Lat: 37.965000,  Lng: -120.393333),  Route carried "under" structure: State highway 49,  Year Built: 1987,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 19,750 (year 2000),  Truck Traffic: 4%,  Features Intersected: SR 49 NB & WOODS CREEK,  Facility Carried by Structure: SR 108
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.648,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 32 006,  Location: 10-TUO-108-R.89-SRA (Lat: 37.966667,  Lng: -120.378333),  Route carried "under" structure: State highway 108,  Year Built: 1987,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 17,750 (year 1998),  Truck Traffic: 5%,  Features Intersected: SIERRA RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.089,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 32 0063,  Location: 10-TUO-108-R1.57-SRA (Lat: 37.970000,  Lng: -120.366667),  Route carried "under" structure: State highway 108,  Year Built: 1987,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 17,750 (year 1998),  Truck Traffic: 5%,  Features Intersected: ROUTE 108,  Facility Carried by Structure: OLD WARDS FERRY RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.157,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 32 0064,  Location: 10-TUO-108-R.65-SRA (Lat: 37.966667,  Lng: -120.381667),  Route carried "under" structure: State highway 108,  Year Built: 1987,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 17,750 (year 1998),  Truck Traffic: 5%,  Features Intersected: ROUTE 108,  Facility Carried by Structure: CROOKED LANE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.065,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)