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Bridge Statistics for Oroville, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Oroville, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 126 meters (413ft) Total costs: $6,050,000 Total average daily traffic: 232,601 Total average daily truck traffic: 17,790 National Bridge Inventory (NBI) Registered Bridges for Oroville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 12 0107, Location: 03-BUT-070-15.43-OVL (Lat: 39.520000, Lng: -121.571667), Route carried "on" structure: City street Y705, Year Built: 1963, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 5,761 (year 2003), Truck Traffic: 12%, Average Future Daily Traffic: 10,582 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 70, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 45.3 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12 0141L, Location: 03-BUT-070-14.83-OVL (Lat: 39.511667, Lng: -121.571667), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 6,250 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 22,668 (year 2029), Design Load: HS 20, Features Intersected: FEATHER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.830, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: September 2003, Bridge Improvement Cost: $1,939,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,909,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12 0141R, Location: 03-BUT-070-14.83-OVL (Lat: 39.511667, Lng: -121.571667), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 6,250 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 22,668 (year 2029), Design Load: HS 20, Features Intersected: FEATHER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.830, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: August 1999, Bridge Improvement Cost: $1,939,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,909,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12 0142, Location: 03-BUT-070-15.72-OVL (Lat: 39.525000, Lng: -121.571667), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 12,500 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 45,338 (year 2029), Design Load: HS 20, Features Intersected: NELSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.720, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12 0146, Location: 03-BUT-070-14.61-OVL (Lat: 39.508333, Lng: -121.571667), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,600 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 36,530 (year 2027), Design Load: HS 20+Mod, Features Intersected: MONTGOMERY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.610, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12 0147, Location: 03-BUT-070-13.9-OVL (Lat: 39.498333, Lng: -121.575000), Route carried "on" structure: State highway 70, Year Built: 1962, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 12,500 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 45,037 (year 2027), Design Load: HS 20, Features Intersected: ROUTE 162 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.900, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12 0165, Location: 03-BUT-070-15.13-OVL (Lat: 39.515000, Lng: -121.570000), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 12,500 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 45,037 (year 2027), Design Load: HS 20, Features Intersected: ABANDONED RR ROW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.130, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12 0193, Location: 03-BUT-162-15.57-OVL (Lat: 39.498333, Lng: -121.578333), Route carried "on" structure: State highway 162, Year Built: 2000, Status: Open, Structure Length: 21.92m (71.92ft), Average Daily Traffic: 7,700 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 19,062 (year 2029), Design Load: HS 20+Mod, Features Intersected: FEATHER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.570, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 62.5m (205.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12C0002, Location: 9.25 MI E FROM SH 99 (Lat: 39.516944, Lng: -121.526944), Route carried "on" structure: City street Y716, Year Built: 1930, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 2,095 (year 2029), Design Load: H 15, Features Intersected: OROVILLE DAM BLVD, Facility Carried by Structure: CANYON HIGHLAND DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Superstructure: Good, Substructure: Satisfactory, Operating Rating: 31.7 metric tons, Inventory Rating: 19.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12C0018, Location: E OF BRIDGE ST. (Lat: 39.516944, Lng: -121.546944), Route carried "on" structure: City street Y709, Year Built: 1939, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,491 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 9,430 (year 2029), Design Load: H 20, Features Intersected: UP RR & BNSF RY, Facility Carried by Structure: MONTGOMERY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12C0125, Location: W OF 14TH ST. (Lat: 39.511944, Lng: -121.595833), Route carried "on" structure: City street Y705, Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,219 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 7,334 (year 2029), Design Load: HS 20, Features Intersected: RUDY CREEK, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 49.0 metric tons, Inventory Rating: 29.0 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 12C0127, Location: 0.3 MI N GEORGIA PACFC WY (Lat: 39.478333, Lng: -121.575278), Route carried "on" structure: City street Y707, Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,930 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 5,239 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: FEATHER RIVER BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12C0228, Location: 0.8 MI NW NELSON AVE (Lat: 39.530833, Lng: -121.568889), Route carried "on" structure: County highway Y715, Year Built: 1965, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 2,700 (year 1991), Truck Traffic: 3%, Average Future Daily Traffic: 5,239 (year 2029), Design Load: HS 20, Features Intersected: THERMALITO POWER CANAL, Facility Carried by Structure: TABLE MOUNTAIN BLV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 97.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12C0231, Location: 1.1 MI E SH 70 (Lat: 39.465000, Lng: -121.560000), Route carried "on" structure: City street V363, Year Built: 1962, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,540 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 3,850 (year 2027), Design Load: HS 20, Features Intersected: UP RR & BNSF RY, Facility Carried by Structure: OPHIR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12C0287, Location: BTW MITCHELL AV & ORO BLV (Lat: 39.505833, Lng: -121.550833), Route carried "on" structure: City street Y695, Year Built: 1915, Year Reconstructed: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,543 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 11,525 (year 2029), Features Intersected: OSTAP ARCH, Facility Carried by Structure: MYERS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12C0405, Location: JUST SE OF MONTGOMERY ST (Lat: 39.515000, Lng: -121.547778), Route carried "on" structure: City street Y715, Year Built: 1982, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10,118 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 14,000 (year 2025), Design Load: HS 20, Features Intersected: UP-WESTERN PACIFIC RAIL, Facility Carried by Structure: WASHINGTON AVENUE 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), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12 0107, Location: 03-BUT-070-15.43-OVL (Lat: 39.520000, Lng: -121.571667), Route carried "under" structure: State highway 70, Year Built: 1963, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 15,600 (year 1997), Truck Traffic: 9%, Features Intersected: ROUTE 70, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.543, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 12 0142, Location: 03-BUT-070-15.72-OVL (Lat: 39.525000, Lng: -121.571667), Route carried "under" structure: City street Y706, Year Built: 1963, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,336 (year 2003), Truck Traffic: 13%, Features Intersected: NELSON ROAD, Facility Carried by Structure: STATE ROUTE 70 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 12 0146, Location: 03-BUT-070-14.61-OVL (Lat: 39.508333, Lng: -121.571667), Route carried "under" structure: City street Y709, Year Built: 1963, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,600 (year 2004), Truck Traffic: 10%, Features Intersected: MONTGOMERY STREET, Facility Carried by Structure: SR 70 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 12 0147, Location: 03-BUT-070-13.9-OVL (Lat: 39.498333, Lng: -121.575000), Route carried "under" structure: State highway 162, Year Built: 1962, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 25,300 (year 1997), Truck Traffic: 9%, Features Intersected: ROUTE 162, Facility Carried by Structure: ROUTE 70 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.583, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 12 0185, Location: 03-BUT-162-16.9-OVL (Lat: 39.503333, Lng: -121.555000), Route carried "under" structure: State highway 162, Year Built: 1986, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 25,300 (year 1997), Truck Traffic: 9%, Features Intersected: UP RR & BNSF RY Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.169, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 12C0002, Location: 9.25 MI E FROM SH 99 (Lat: 39.516944, Lng: -121.526944), Route carried "under" structure: City street , Year Built: 1930, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,000 (year 1991), Truck Traffic: 2%, Features Intersected: OROVILLE DAM BLVD, Facility Carried by Structure: CANYON HIGHLAND DR Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 12C0285, Location: N BALDWIN AVE (Lat: 39.510833, Lng: -121.553889), Route carried "under" structure: City street Y695, Year Built: 1924, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,000 (year 1977), Truck Traffic: 2%, Features Intersected: UP RR & BNSF RY, Facility Carried by Structure: MYERS STREET Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft) Find on map >>
Structure Number: 12C0286, Location: JUST N MITCHELL AVE (Lat: 39.508889, Lng: -121.555000), Route carried "under" structure: City street Y710, Year Built: 1924, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,363 (year 1981), Truck Traffic: 2%, Features Intersected: UP RR & BNSF RY, Facility Carried by Structure: LINCOLN STREET Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft) Find on map >>
Structure Number: 12C03, Location: HUNTOON STREET (Lat: 39.510000, Lng: -121.555000), Route carried "under" structure: City street Y694, Year Built: 1924, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 5,500 (year 1977), Truck Traffic: 5%, Features Intersected: HUNTOON STREET, Facility Carried by Structure: UP-WESTRN PAC RAIL Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft) Discuss this city on our hugely popular California forum Back to: Oroville, CA, California, All US cities.
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