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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 22 meters (72ft)
Total costs: $1,786,000
Total average daily traffic: 42,890
Total average daily truck traffic: 2,949
Total future (year 2025) average daily traffic: 72,978
National Bridge Inventory (NBI) Registered Bridges for Jackson

New bridges - Historical Statistics

  • 1910-1919: 1
  • 1920-1929: 3
  • 1930-1939: 0
  • 1940-1949: 4
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 26 0035,  Location: 10-AMA-049-4.1-JKN (Lat: 38.347778,  Lng: -120.774472),  Route carried "on" structure: State highway 49,  Year Built: 1948,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 17,950 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,748 (year 2029),  Design Load: H 20,  Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.100,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.2m (72.8ft),  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: 23.3m (76.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26 0036,  Location: 10-AMA-088-14.3-JKN (Lat: 38.346944,  Lng: -120.772778),  Route carried "on" structure: State highway 88,  Year Built: 1948,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 9,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: H 20,  Features Intersected: SOUTH FORK JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.300,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26 0037,  Location: 10-AMA-088-14.56-JKN (Lat: 38.350000,  Lng: -120.770278),  Route carried "on" structure: State highway 88,  Year Built: 1948,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 9,900 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,456 (year 2029),  Design Load: H 20,  Features Intersected: MIDDLE FORK JACKSON CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.560,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $487,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $730,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26C0004,  Location: 100 FT EAST OF ST RTE 49 (Lat: 38.343889,  Lng: -120.768333),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 300 (year 1991),  Truck Traffic: 3%,  Average Future Daily Traffic: 833 (year 2029),  Features Intersected: SOUTH FORK JACKSON CREEK,  Facility Carried by Structure: SOUTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $139,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26C0006,  Location: 0.03 MI NW OF SR 88 (Lat: 38.348056,  Lng: -120.772778),  Route carried "on" structure: City street ,  Year Built: 1913,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,320 (year 1987),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,120 (year 2029),  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26C0008,  Location: JUST NW OF STATE ROUTE 88 (Lat: 38.350000,  Lng: -120.770833),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 780 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,500 (year 2025),  Design Load: H 10,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: PITT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.09m (6.86ft),  Designated Inspection Frequency: Every 6 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 26C0034,  Location: 50' W. OF N. MAIN ST. (Lat: 38.360833,  Lng: -120.778611),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20 (year 1991),  Average Future Daily Traffic: 26 (year 2029),  Features Intersected: NORTH FORK JACKSON CREEK,  Facility Carried by Structure: ROSE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26C0035,  Location: 0.1 MI E/O SSR 49 (Lat: 38.344167,  Lng: -120.766389),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 400 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,110 (year 2029),  Features Intersected: SOUTH FORK JACKSON CREEK,  Facility Carried by Structure: FRENCH BAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $97,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26C0037,  Location: 200' W/O N. MAIN ST. (Lat: 38.357222,  Lng: -120.778333),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 20 (year 1991),  Average Future Daily Traffic: 26 (year 2029),  Features Intersected: NORTH FORK JACKSON CREEK,  Facility Carried by Structure: PICCARDO LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 24.5 metric tons,  Inventory Rating: 16.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26C0045,  Location: 0.1 KM S/O SR 88 (Lat: 38.351111,  Lng: -120.766667),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,200 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,336 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: MISSION BLVD
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: April 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 26C0049,  Location: 0.6 MI S/O SR 88 (Lat: 38.344167,  Lng: -120.763333),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 100 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 367 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK JACKSON CREEK,  Facility Carried by Structure: BROADWAY
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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