Bridge Statistics for Weed, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 194ft / 59.4mTotal length
- 152,779Total average daily traffic
- 39,271Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Weed
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 151970-1979
- 11980-1989
- Bridge Condition - Deck
- 85.7%Good
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 7.1%Good
- 14.3%Satisfactory
- 78.6%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 14.3%Satisfactory
- 57.1%Fair
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Structure Number: 2 0004L, Location: 02-SIS-005-R15.94 (Lat: 41.375531, Lng: -122.375531), Route carried "on" structure: Interstate 5, Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.940, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: July 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2 0004L, Location: 02-SIS-005-R15.94 (Lat: 41.375531, Lng: -122.375531), Route carried "on" structure: Interstate 5, Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.940, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: July 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2 0004R, Location: 02-SIS-005-R15.94 (Lat: 41.375992, Lng: -122.375036), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 17,401 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.940, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0004R, Location: 02-SIS-005-R15.94 (Lat: 41.375992, Lng: -122.375036), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 17,401 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.940, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0082, Location: 02-SIS-097-0.15-WEED (Lat: 41.424175, Lng: -122.387767), Route carried "on" structure: US 97, Year Built: 1982, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 18,000 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 32,028 (year 2040), 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: 15.8m (51.8ft), 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-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0082, Location: 02-SIS-097-0.15-WEED (Lat: 41.424175, Lng: -122.387767), Route carried "on" structure: US 97, Year Built: 1982, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 18,000 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 32,028 (year 2040), 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: 15.8m (51.8ft), 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-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0161L, Location: 02-SIS-005-R15.32 (Lat: 41.368083, Lng: -122.370308), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), Design Load: HS 20, Features Intersected: DEETZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.320, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0161L, Location: 02-SIS-005-R15.32 (Lat: 41.368083, Lng: -122.370308), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), Design Load: HS 20, Features Intersected: DEETZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.320, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0161R, Location: 02-SIS-005-R15.32 (Lat: 41.368272, Lng: -122.370017), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), Design Load: HS 20, Features Intersected: DEETZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.320, 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: 29.0m (95.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0161R, Location: 02-SIS-005-R15.32 (Lat: 41.368272, Lng: -122.370017), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), Design Load: HS 20, Features Intersected: DEETZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.320, 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: 29.0m (95.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0162L, Location: 02-SIS-005-R17.44 (Lat: 41.396150, Lng: -122.380147), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 17,401 (year 2042), Design Load: HS 20, Features Intersected: SOUTH WEED BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0162L, Location: 02-SIS-005-R17.44 (Lat: 41.396150, Lng: -122.380147), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 17,401 (year 2042), Design Load: HS 20, Features Intersected: SOUTH WEED BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0162R, Location: 02-SIS-005-R17.44 (Lat: 41.396444, Lng: -122.379736), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Design Load: HS 20, Features Intersected: SOUTH WEED BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0162R, Location: 02-SIS-005-R17.44 (Lat: 41.396444, Lng: -122.379736), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Design Load: HS 20, Features Intersected: SOUTH WEED BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0163L, Location: 02-SIS-005-R18.71-WEED (Lat: 41.413639, Lng: -122.381236), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), 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: Fair, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0163L, Location: 02-SIS-005-R18.71-WEED (Lat: 41.413639, Lng: -122.381236), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), 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: Fair, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0163R, Location: 02-SIS-005-R18.71-WEED (Lat: 41.413561, Lng: -122.380853), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), 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: 45.3m (148.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0163R, Location: 02-SIS-005-R18.71-WEED (Lat: 41.413561, Lng: -122.380853), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), 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: 45.3m (148.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, 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: 41.423133, Lng: -122.396519), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 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: 33.3m (109.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0164L, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423133, Lng: -122.396519), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 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: 33.3m (109.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2 0164R, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423375, Lng: -122.396297), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 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: Satisfactory, Substructure: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0164R, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423375, Lng: -122.396297), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,150 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 16,377 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 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: Satisfactory, Substructure: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2020, 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: 41.418003, Lng: -122.383472), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), 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: Fair, Substructure: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0170L, Location: 02-SIS-005-R19.05-WEED (Lat: 41.418003, Lng: -122.383472), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), 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: Fair, Substructure: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, 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: 41.418214, Lng: -122.383256), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), 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: Fair, Substructure: Fair, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2 0170R, Location: 02-SIS-005-R19.05-WEED (Lat: 41.418214, Lng: -122.383256), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 12,300 (year 2015), Truck Traffic: 32%, Average Future Daily Traffic: 19,319 (year 2040), 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: Fair, Substructure: Fair, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2C0123, Location: 0.8 MI N COLLEGE AVE (Lat: 41.407578, Lng: -122.431983), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 379 (year 2011), Truck Traffic: 40%, Average Future Daily Traffic: 356 (year 2041), Design Load: HS 20, Features Intersected: SHASTA RIVER, Facility Carried by Structure: N OLD STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2C0123, Location: 0.8 MI N COLLEGE AVE (Lat: 41.407578, Lng: -122.431983), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 379 (year 2011), Truck Traffic: 40%, Average Future Daily Traffic: 356 (year 2041), Design Load: HS 20, Features Intersected: SHASTA RIVER, Facility Carried by Structure: N OLD STAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2 0164L, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423133, Lng: -122.396519), Route carried "under" structure: State highway 265, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 14%, Features Intersected: STATE ROUTE 265, Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 6.08m (19.95ft), Kilometerpoint: 20.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.3m (109.3ft)
Structure Number: 2 0164L, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423133, Lng: -122.396519), Route carried "under" structure: State highway 265, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 14%, Features Intersected: STATE ROUTE 265, Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 6.08m (19.95ft), Kilometerpoint: 20.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.3m (109.3ft)
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Structure Number: 2 0164R, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423375, Lng: -122.396297), Route carried "under" structure: State highway 265, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2010), Truck Traffic: 9%, Features Intersected: STATE ROUTE 265, Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 20.320, 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)
Structure Number: 2 0164R, Location: 02-SIS-005-R19.85-WEED (Lat: 41.423375, Lng: -122.396297), Route carried "under" structure: State highway 265, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2010), Truck Traffic: 9%, Features Intersected: STATE ROUTE 265, Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 20.320, 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: 41.418003, Lng: -122.383472), Route carried "under" structure: US 97, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 12,100 (year 2015), Truck Traffic: 11%, Features Intersected: STATE ROUTE 97, Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.010, 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)
Structure Number: 2 0170L, Location: 02-SIS-005-R19.05-WEED (Lat: 41.418003, Lng: -122.383472), Route carried "under" structure: US 97, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 12,100 (year 2015), Truck Traffic: 11%, Features Intersected: STATE ROUTE 97, Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.010, 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: 41.418214, Lng: -122.383256), Route carried "under" structure: US 97, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 12,100 (year 2015), Truck Traffic: 11%, Features Intersected: STATE ROUTE 97, Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.020, 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)
Structure Number: 2 0170R, Location: 02-SIS-005-R19.05-WEED (Lat: 41.418214, Lng: -122.383256), Route carried "under" structure: US 97, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 12,100 (year 2015), Truck Traffic: 11%, Features Intersected: STATE ROUTE 97, Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.020, 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)