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Bridge Statistics for Anderson, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Anderson, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 100 meters (328ft) Total costs: $174,000 Total average daily traffic: 410,300 Total average daily truck traffic: 74,438 National Bridge Inventory (NBI) Registered Bridges for Anderson
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 6 0005, Location: 02-SHA-273-5.1-AND (Lat: 40.448333, Lng: -122.288333), Route carried "on" structure: State highway 273, Year Built: 1948, Year Reconstructed: 1994, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 8,350 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 20,196 (year 2029), Design Load: HS 20, Features Intersected: ANDERSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.100, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.1m (85.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6 0098L, Location: 02-SHA-005-R4.57-AND (Lat: 40.441667, Lng: -122.286667), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0098R, Location: 02-SHA-005-R4.57-AND (Lat: 40.441667, Lng: -122.286667), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Bituminous Find on map >>
Structure Number: 6 0104, Location: 02-SHA-273-4.52-AND (Lat: 40.436667, Lng: -122.285000), Route carried "on" structure: State highway 273, Year Built: 1948, Year Reconstructed: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,350 (year 1998), Truck Traffic: 13%, Average Future Daily Traffic: 20,196 (year 2029), Design Load: HS 20, Features Intersected: A.C.I.D. CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.520, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 6 0128, Location: 02-SHA-005-R6.98-AND (Lat: 40.471667, Lng: -122.310000), Route carried "on" structure: Interstate 5, Year Built: 2000, Status: Open, Structure Length: 18.80m (61.68ft), Average Daily Traffic: 48,000 (year 2000), Truck Traffic: 17%, Average Future Daily Traffic: 90,168 (year 2028), Design Load: HS 20+Mod, Features Intersected: SACRAMENTO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.980, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 47.3m (155.2ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 40.0m (131.2ft) 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0140L, Location: 02-SHA-005-R5.29-AND (Lat: 40.451667, Lng: -122.290000), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20, Features Intersected: BALLS FERRY UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.290, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0140R, Location: 02-SHA-005-R5.29-AND (Lat: 40.451667, Lng: -122.290000), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20, Features Intersected: BALLS FERRY UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.290, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0141L, Location: 02-SHA-005-R5.64-AND (Lat: 40.456667, Lng: -122.293333), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20, Features Intersected: NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.640, 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0141R, Location: 02-SHA-005-R5.64-AND (Lat: 40.456667, Lng: -122.293333), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20, Features Intersected: NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.640, 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Bituminous Find on map >>
Structure Number: 6 0142L, Location: 02-SHA-005-R5.04-AND (Lat: 40.448333, Lng: -122.290000), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: ANDERSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.040, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0142R, Location: 02-SHA-005-R5.04-AND (Lat: 40.448333, Lng: -122.290000), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: ANDERSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.040, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0144L, Location: 02-SHA-005-R5.89-AND (Lat: 40.458333, Lng: -122.296667), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: TORMEY DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0144R, Location: 02-SHA-005-R5.89-AND (Lat: 40.458333, Lng: -122.296667), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: TORMEY DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0145L, Location: 02-SHA-005-R4.29-AND (Lat: 40.438333, Lng: -122.285000), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: DESCHUTES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.290, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0145R, Location: 02-SHA-005-R4.29-AND (Lat: 40.438333, Lng: -122.285000), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 37,382 (year 2028), Design Load: HS 20+Mod, Features Intersected: DESCHUTES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.290, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6 0168, Location: 02-SHA-005-R4.92-AND (Lat: 40.446667, Lng: -122.288333), Route carried "on" structure: Interstate 5, Year Built: 1966, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 48,000 (year 2000), Truck Traffic: 19%, Average Future Daily Traffic: 74,764 (year 2028), Design Load: HS 20+Mod, Features Intersected: ANDERSON CREEK OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.920, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 6C0167, Location: 0.2 MI W OF SR 273 (Lat: 40.437778, Lng: -122.295000), Route carried "on" structure: City street Y202, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 1977), Truck Traffic: 5%, Average Future Daily Traffic: 1,567 (year 2028), Features Intersected: SACRAMENTO GULCH, Facility Carried by Structure: PINON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 6C0353, Location: EMILY DR 300 FT E OF S ST (Lat: 40.441944, Lng: -122.301944), Route carried "on" structure: City street Y206, Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 1,045 (year 2028), Features Intersected: ANDERSON CREEK, Facility Carried by Structure: EMILY DR 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $12,000, Total Project Cost: $174,000 Find on map >>
Structure Number: 6 0140L, Location: 02-SHA-005-R5.29-AND (Lat: 40.451667, Lng: -122.290000), Route carried "under" structure: City street Y200, Year Built: 1966, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Features Intersected: BALLS FERRY UC, Facility Carried by Structure: ROUTE 5 Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 6 0140R, Location: 02-SHA-005-R5.29-AND (Lat: 40.451667, Lng: -122.290000), Route carried "under" structure: City street Y200, Year Built: 1966, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Features Intersected: BALLS FERRY UC, Facility Carried by Structure: ROUTE 5 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 6 0141L, Location: 02-SHA-005-R5.64-AND (Lat: 40.456667, Lng: -122.293333), Route carried "under" structure: City street Y222, Year Built: 1966, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Features Intersected: NORTH STREET, Facility Carried by Structure: INTERSTATE 5 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 6 0141R, Location: 02-SHA-005-R5.64-AND (Lat: 40.456667, Lng: -122.293333), Route carried "under" structure: City street Y222, Year Built: 1966, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Features Intersected: NORTH STREET, Facility Carried by Structure: INTERSTATE 5 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 6 0145L, Location: 02-SHA-005-R4.29-AND (Lat: 40.438333, Lng: -122.285000), Route carried "under" structure: City street Y203, Year Built: 1966, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 1%, Features Intersected: DESCHUTES ROAD, Facility Carried by Structure: I 5 SB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 6 0145R, Location: 02-SHA-005-R4.29-AND (Lat: 40.438333, Lng: -122.285000), Route carried "under" structure: City street Y203, Year Built: 1966, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 1%, Features Intersected: DESCHUTES ROAD, Facility Carried by Structure: I 5 NB Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 6C0165, Location: 0.6 MI W OF S.R. 273 (Lat: 40.441944, Lng: -122.302778), Route carried "under" structure: City street Y200, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 800 (year 1977), Truck Traffic: 5%, Features Intersected: A.C.I.D. FLUME, Facility Carried by Structure: SOUTH ST Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 6C0166, Location: 0.4 MI W S.R. 273 (Lat: 40.440000, Lng: -122.300000), Route carried "under" structure: City street Y201, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 300 (year 1977), Truck Traffic: 1%, Features Intersected: A.C.I.D. FLUME, Facility Carried by Structure: BRUCE DR Minimum Vertical Clearance: 2.95m (9.68ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 18.0m (59.1ft) Discuss this city on our hugely popular California forum Back to: Anderson, CA, California, All US cities.
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