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

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Structure Number: 2 0082,  Location: 02-SIS-097-.15-WEED (Lat: 41.425000,  Lng: -122.386667),  Route carried "on" structure: US 97,  Year Built: 1982,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 18,000 (year 2007),  Truck Traffic: 30%,  Average Future Daily Traffic: 30,912 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CORP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2 0163L,  Location: 02-SIS-005-R18.71-WEED (Lat: 41.413333,  Lng: -122.380000),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 7,150 (year 2009),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,750 (year 2027),  Design Load: HS 20,  Features Intersected: SISKIYOU WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.710,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2 0163R,  Location: 02-SIS-005-R18.71-WEED (Lat: 41.413333,  Lng: -122.380000),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 7,150 (year 2009),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,750 (year 2027),  Design Load: HS 20,  Features Intersected: SISKIYOU WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2 0164L,  Location: 02-SIS-005-R19.85-WEED (Lat: 41.423333,  Lng: -122.395000),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 7,150 (year 2009),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,750 (year 2027),  Design Load: HS 20,  Features Intersected: SR 265
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2 0164R,  Location: 02-SIS-005-R19.85-WEED (Lat: 41.423333,  Lng: -122.395000),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 7,150 (year 2009),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,750 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 265
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2 0170L,  Location: 02-SIS-005-R19.05-WEED (Lat: 41.417978,  Lng: -122.383503),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 12,300 (year 2005),  Truck Traffic: 32%,  Average Future Daily Traffic: 18,186 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.050,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2 0170R,  Location: 02-SIS-005-R19.05-WEED (Lat: 41.418178,  Lng: -122.383289),  Route carried "on" structure: Interstate 5,  Year Built: 1973,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 12,300 (year 2005),  Truck Traffic: 32%,  Average Future Daily Traffic: 18,186 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.050,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2 0164L,  Location: 02-SIS-005-R19.85-WEED (Lat: 41.423333,  Lng: -122.395000),  Route carried "under" structure: State highway 265,  Year Built: 1973,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 14%,  Features Intersected: SR 265,  Facility Carried by Structure: I 5 SB
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 2.033,  Lanes on structure: 2,  Lanes under structure: 2,  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: 2 0164R,  Location: 02-SIS-005-R19.85-WEED (Lat: 41.423333,  Lng: -122.395000),  Route carried "under" structure: State highway 265,  Year Built: 1973,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,800 (year 2009),  Truck Traffic: 9%,  Features Intersected: SR 265,  Facility Carried by Structure: I 5 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.032,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 2 0170L,  Location: 02-SIS-005-R19.05-WEED (Lat: 41.417978,  Lng: -122.383503),  Route carried "under" structure: US 97,  Year Built: 1973,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 12,100 (year 2005),  Truck Traffic: 11%,  Features Intersected: STATE ROUTE 97,  Facility Carried by Structure: I 5 SB
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 2 0170R,  Location: 02-SIS-005-R19.05-WEED (Lat: 41.418178,  Lng: -122.383289),  Route carried "under" structure: US 97,  Year Built: 1973,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 12,100 (year 2005),  Truck Traffic: 11%,  Features Intersected: STATE ROUTE 97,  Facility Carried by Structure: I 5 NB
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)