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Bridge Statistics for Citrus Heights, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Citrus Heights, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 31 meters (102ft) Total average daily traffic: 367,453 Total average daily truck traffic: 31,743 Total future (year 2025) average daily traffic: 684,161 National Bridge Inventory (NBI) Registered Bridges for Citrus Heights
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 24C0085, Location: 0.1 MI N ANTELOPE RD (Lat: 38.708889, Lng: -121.290000), Route carried "on" structure: County highway F563, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 26,897 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 43,836 (year 2028), Design Load: H 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: AUBURN BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 24C0207, Location: 0.55 MI EAST OF I-80 (Lat: 38.680833, Lng: -121.326944), Route carried "on" structure: County highway F036, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 70,140 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 130,500 (year 2025), Features Intersected: ARCADE CREEK, Facility Carried by Structure: GREENBACK LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 24.8m (81.4ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006 Find on map >>
Structure Number: 24C0208, Location: 100' W FAIR OAKS BLVD (Lat: 38.678889, Lng: -121.262778), Route carried "on" structure: County highway F036, Year Built: 1935, Year Reconstructed: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 39,393 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 73,000 (year 2025), Features Intersected: BRANCH ARCADE CREEK, Facility Carried by Structure: GREENBACK LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 28.9m (94.8ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0216, Location: 0.4 MI N GREENBACK LANE (Lat: 38.683889, Lng: -121.271944), Route carried "on" structure: County highway F011, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 103,210 (year 2028), Design Load: HS 20, Features Intersected: ARCADE CREEK, Facility Carried by Structure: SUNRISE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0318, Location: 0.8 MI N AUBURN BL (Lat: 38.697778, Lng: -121.308889), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 16,120 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 35,000 (year 2025), Design Load: HS 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: VAN MAREN LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C032, Location: 0.6 MI N ANTELOPE RD (Lat: 38.709444, Lng: -121.237222), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,810 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 8,200 (year 2025), Design Load: HS 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: MARIPOSA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0321, Location: 0.1 MI S TWIN OAKS AVE (Lat: 38.709361, Lng: -121.237167), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 700 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2025), Design Load: HS 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: PATTON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0322, Location: 1.4 MI NE SUNRISE BL (Lat: 38.713889, Lng: -121.250000), Route carried "on" structure: County highway F027, Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 16,739 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 31,000 (year 2025), Design Load: HS 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: OLD AUBURN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0324, Location: 0.1 MI S HIGHLAND AVE (Lat: 38.688889, Lng: -121.282778), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 4,170 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 9,000 (year 2025), Design Load: HS 20, Features Intersected: ARCADE CREEK, Facility Carried by Structure: MARIPOSA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0327, Location: 0.3 MI S OF GREENBACK (Lat: 38.675000, Lng: -121.300833), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,400 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,541 (year 2028), Features Intersected: BROOKTREE CREEK, Facility Carried by Structure: BROOKTREE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0365, Location: AT CEDAR DR (Lat: 38.709444, Lng: -121.237222), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 700 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2025), Design Load: HS 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: HOLLY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0366, Location: 0.35 MI W AUBURN BLVD (Lat: 38.705722, Lng: -121.283750), Route carried "on" structure: County highway F562, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 34,776 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 63,673 (year 2028), Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: ANTELOPE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.5m (86.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0367, Location: 0.4 MI S AUBURN BLVD (Lat: 38.688889, Lng: -121.290000), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 23,046 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 43,133 (year 2028), Features Intersected: ARCADE CREEK, Facility Carried by Structure: SYLVAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0391, Location: BTWN LIALANA W MAUAND WY (Lat: 38.685000, Lng: -121.277778), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,830 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 4,622 (year 2028), Features Intersected: ARCADE CREEK, Facility Carried by Structure: SAYONARA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0392, Location: JUST N/O COOK AVE (Lat: 38.701944, Lng: -121.280833), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,810 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 4,416 (year 2028), Features Intersected: MARIPOSA CREEK, Facility Carried by Structure: MARIPOSA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0393, Location: 0.07 MI W MARIPOSA AVE. (Lat: 38.702778, Lng: -121.281944), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 1,336 (year 2028), Design Load: HS 20, Features Intersected: MARIPOSA CREEK, Facility Carried by Structure: PRATT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Satisfactory, 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 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0394, Location: 0.1 MI S TWIN OAKS AVE (Lat: 38.709444, Lng: -121.237222), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 308 (year 2028), Design Load: HS 20, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: FAIR WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0395, Location: 0.16 MI N GREENBACK LN (Lat: 38.682778, Lng: -121.321944), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 550 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 924 (year 2028), Design Load: HS 20, Features Intersected: ARCADE CREEK, Facility Carried by Structure: MATHENEY WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 24C0396, Location: 0.17 MI N GREENBACK LN (Lat: 38.682778, Lng: -121.325833), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 850 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 1,129 (year 2028), Features Intersected: ARCADE CREEK, Facility Carried by Structure: INDIAN RIVER DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 24C0397, Location: EAST INDIAN RIVER DR (Lat: 38.683889, Lng: -121.323889), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 727 (year 2028), Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: BROKEN BOW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 24C0398, Location: 0.1 MI S CROSSWOODS PKWY (Lat: 38.686944, Lng: -121.305833), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,100 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,567 (year 2028), Features Intersected: ARCADE CREEK, Facility Carried by Structure: CROSSWOODS CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 36.5m (119.8ft) Condition: Channel: Satisfactory, Culverts: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006 Find on map >>
Structure Number: 24C0399, Location: 0.3 MI S CROSSWOODS PKWY (Lat: 38.685833, Lng: -121.307778), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,100 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,567 (year 2028), Features Intersected: ARCADE CREEK, Facility Carried by Structure: CROSSWOODS CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 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 48 months, Inspection Date: January 2006 Find on map >>
Structure Number: 24C04, Location: 0.15 MI E VAN MAREN WY (Lat: 38.698889, Lng: -121.306944), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 7,189 (year 2028), Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: CALVIN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006 Find on map >>
Structure Number: 24C041, Location: 0.42 MI N GREENBACK LANE (Lat: 38.683889, Lng: -121.285000), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 23,046 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 43,133 (year 2028), Features Intersected: SAN JUAN CREEK, Facility Carried by Structure: SYLVAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 21 degrees, 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: 0.0m, Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0417, Location: 0.35 MI EAST OF I-80 (Lat: 38.706944, Lng: -121.302778), Route carried "on" structure: County highway F562, Year Built: 1959, Year Reconstructed: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 34,776 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 64,700 (year 2028), Design Load: HS 20, Features Intersected: CRIPPLE CREEK TRIBUTARY, Facility Carried by Structure: ANTELOPE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.5m (100.1ft) 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, 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 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24C0437, Location: 0.25 MI W MARIPOSA AVE (Lat: 38.707611, Lng: -121.285639), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 6,950 (year 2028), Design Load: H 15, Features Intersected: CRIPPLE CREEK, Facility Carried by Structure: WATSON WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 14.5m (47.6ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: January 2006 Discuss this city on our hugely popular California forum Back to: Citrus Heights, CA, California, All US cities.
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