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Bridge Statistics for Woodland, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Woodland, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 123 meters (404ft) Total average daily traffic: 253,100 Total average daily truck traffic: 38,959 National Bridge Inventory (NBI) Registered Bridges for Woodland
Bridge Condition - Deck Find on map >>
Structure Number: 22 0128, Location: 03-YOL-113-R9.22-WD (Lat: 38.663333, Lng: -121.750000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 8,600 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 15,820 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 113, Facility Carried by Structure: EAST GIBSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Very 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: Better than present minimum criteria, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22 0147R, Location: 03-YOL-113-R10.67-WD (Lat: 38.683333, Lng: -121.750000), Route carried "on" structure: State highway 113, Year Built: 1973, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 3,300 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 8,062 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.670, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 63.4m (208.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 22 0148, Location: 03-YOL-005-R7.7-WD (Lat: 38.691667, Lng: -121.756667), Route carried "on" structure: City street Y026, Year Built: 1973, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 10,270 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: KENTUCKY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22 0152L, Location: 03-YOL-005-R8.26-WD (Lat: 38.696667, Lng: -121.765000), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 15,750 (year 2000), Truck Traffic: 23%, Average Future Daily Traffic: 23,724 (year 2028), Design Load: HS 20+Mod, Features Intersected: CFNR & SR 113 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.260, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 22 0152R, Location: 03-YOL-005-R8.26-WD (Lat: 38.696667, Lng: -121.765000), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 15,750 (year 2000), Truck Traffic: 23%, Average Future Daily Traffic: 23,724 (year 2028), Design Load: HS 20+Mod, Features Intersected: CFNR & SR 113 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.260, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 22 0173L, Location: 03-YOL-005-R7.1-WD (Lat: 38.685000, Lng: -121.750000), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 26,000 (year 2000), Truck Traffic: 23%, Average Future Daily Traffic: 23,312 (year 2028), Design Load: HS 20, Features Intersected: EAST BEAMER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.2 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: Superior 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 22 0173R, Location: 03-YOL-005-R7.1-WD (Lat: 38.685000, Lng: -121.750000), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 26,000 (year 2000), Truck Traffic: 23%, Average Future Daily Traffic: 23,312 (year 2028), Design Load: HS 20, Features Intersected: EAST BEAMER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.2 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: 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: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 22 0174F, Location: 03-YOL-005-R7.11-WD (Lat: 38.685000, Lng: -121.750000), Route carried "on" structure: Ramp Interstate 5, Year Built: 1973, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 28%, Average Future Daily Traffic: 10,270 (year 2028), Design Load: HS 20, Features Intersected: EAST BEAMER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.110, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.2 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, 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: Membrane: Epoxy Find on map >>
Structure Number: 22 0192, Location: 03-YOL-113-R9.61-WD (Lat: 38.668333, Lng: -121.750000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 8,600 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 15,820 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 113, Facility Carried by Structure: EAST GUM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 29.0m (95.1ft), 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: Satisfactory, Superstructure: Very 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22 0128, Location: 03-YOL-113-R9.22-WD (Lat: 38.663333, Lng: -121.750000), Route carried "under" structure: State highway 113, Year Built: 1990, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 11,500 (year 1997), Truck Traffic: 11%, Features Intersected: ROUTE 113, Facility Carried by Structure: EAST GIBSON ROAD Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.922, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 22 0147R, Location: 03-YOL-113-R10.67-WD (Lat: 38.683333, Lng: -121.750000), Route carried "under" structure: Interstate 5, Year Built: 1973, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 52,000 (year 2000), Truck Traffic: 18%, Features Intersected: I 5, Facility Carried by Structure: STATE ROUTE 113 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.709, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 63.4m (208.0ft) Find on map >>
Structure Number: 22 0148, Location: 03-YOL-005-R7.7-WD (Lat: 38.691667, Lng: -121.756667), Route carried "under" structure: Interstate 5, Year Built: 1973, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 31,500 (year 2000), Truck Traffic: 5%, Features Intersected: ROUTE 5, Facility Carried by Structure: KENTUCKY AVE Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 0.077, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.1m (148.0ft) Find on map >>
Structure Number: 22 0152L, Location: 03-YOL-005-R8.26-WD (Lat: 38.696667, Lng: -121.765000), Route carried "under" structure: State highway 113, Year Built: 1973, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 10%, Features Intersected: CFNR & SR 113, Facility Carried by Structure: INTERSTATE 5 SB Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 1.143, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 22 0152R, Location: 03-YOL-005-R8.26-WD (Lat: 38.696667, Lng: -121.765000), Route carried "under" structure: State highway 113, Year Built: 1973, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 6,600 (year 1998), Truck Traffic: 10%, Features Intersected: CFNR & SR 113, Facility Carried by Structure: INTERSTATE 5 NB Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 1.145, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 22 0173L, Location: 03-YOL-005-R7.1-WD (Lat: 38.685000, Lng: -121.750000), Route carried "under" structure: City street Y028, Year Built: 1973, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 2%, Features Intersected: EAST BEAMER STREET, Facility Carried by Structure: INTERSTATE 5 SB Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 22 0173R, Location: 03-YOL-005-R7.1-WD (Lat: 38.685000, Lng: -121.750000), Route carried "under" structure: City street Y028, Year Built: 1973, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 2%, Features Intersected: EAST BEAMER STREET, Facility Carried by Structure: INTERSTATE 5 NB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 22 0174F, Location: 03-YOL-005-R7.11-WD (Lat: 38.685000, Lng: -121.750000), Route carried "under" structure: City street Y028, Year Built: 1973, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 2%, Features Intersected: EAST BEAMER STREET, Facility Carried by Structure: S5-S113 CONNECTOR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 22 0192, Location: 03-YOL-113-R9.61-WD (Lat: 38.668333, Lng: -121.750000), Route carried "under" structure: State highway 113, Year Built: 1990, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 11,500 (year 1997), Truck Traffic: 11%, Features Intersected: ROUTE 113, Facility Carried by Structure: EAST GUM AVE Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.961, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft) Discuss this city on our hugely popular California forum Back to: Woodland, CA, California, All US cities.
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