U.S. Cities - City-Data Homepage  
City-Data Forum
City-Data.com Homepage

Bridge Statistics for Yorba Linda, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Back to: Yorba Linda, CA, California, California forum, All US cities.


National Bridge Inventory (NBI) Statistics
Number of bridges: 12
Total length: 118 meters (387ft)
Total average daily traffic: 162,000
Total average daily truck traffic: 6,550
National Bridge Inventory (NBI) Registered Bridges for Yorba Linda

New bridges - Historical Statistics

  • 1960-1969: 4
  • 1970-1979: 2
  • 1980-1989: 4
  • 1990-1999: 2

Reconstructed bridges - Historical Statistics

  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Find on map >>

Structure Number: 55 0339,  Location: 12-ORA-090-11.15-YBLN (Lat: 33.873333,  Lng: -117.801667),  Route carried "on" structure: State highway 90,  Year Built: 1962,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 26,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 59,462 (year 2028),  Design Load: HS 20,  Features Intersected: KELLOGG DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>

Structure Number: 55 0345,  Location: 12-ORA-090-10.07-YBLN (Lat: 33.886667,  Lng: -117.811667),  Route carried "on" structure: City street M142,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 13,000 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,174 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 90,  Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>

Structure Number: 55 0346,  Location: 12-ORA-090-10.56-YBLN (Lat: 33.880000,  Lng: -117.808333),  Route carried "on" structure: State highway 90,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 25,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,891 (year 2028),  Design Load: HS 20,  Features Intersected: BUENA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.560,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  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: 27.7m (90.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>

Structure Number: 55C0508,  Location: 12-ORA-009-_0-YBLN (Lat: 33.876944,  Lng: -117.753889),  Route carried "on" structure: City street M009,  Year Built: 1981,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 36,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,452 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR, ESPERANZA RD,  Facility Carried by Structure: YORBA LINDA BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>

Structure Number: 55C0542,  Location: 0.2 MI. N/O LA PALMA AVE. (Lat: 33.873889,  Lng: -117.721944),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 7,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,378 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK,  Facility Carried by Structure: VIA LOMAS DE YORBA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>

Structure Number: 55C058,  Location: 0.2 MI. N/O ROUTE 91 FWY. (Lat: 33.870000,  Lng: -117.712778),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 52.73m (173.00ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER,  Facility Carried by Structure: GYPSUM CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 100.6m (330.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 0.0m,  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>

Structure Number: 55C0616,  Location: 100' E/O AVNDA RIO DL ORO (Lat: 33.895000,  Lng: -117.781667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 522 (year 2028),  Features Intersected: RIO DEL ORO CHANNEL,  Facility Carried by Structure: AVENIDA DEL ESTE
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: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Very good,  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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006
Find on map >>

Structure Number: 55C0617,  Location: 50' E/O AVENDA RIO DL ORO (Lat: 33.890000,  Lng: -117.783333),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 522 (year 2028),  Features Intersected: RIO DEL ORO CHANNEL,  Facility Carried by Structure: AVNDA PSTA DEL SOL
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: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Very good,  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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006
Find on map >>

Structure Number: 55C0646,  Location: 12-ORA-000-0-YBLN (Lat: 33.866667,  Lng: -117.776667),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 10,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,540 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BNSF,AMTRAK,ESPERANZA RD,  Facility Carried by Structure: FAIRMONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 26.2m (86.0ft)

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 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>

Structure Number: 55 0345,  Location: 12-ORA-090-10.07-YBLN (Lat: 33.886667,  Lng: -117.811667),  Route carried "under" structure: State highway 90,  Year Built: 1962,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 25,000 (year 1998),  Truck Traffic: 8%,  Features Intersected: ROUTE 90,  Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.007,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>

Structure Number: 55C0508,  Location: 12-ORA-009-_0-YBLN (Lat: 33.876944,  Lng: -117.753889),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 9,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: BNSF RR, ESPERANZA RD,  Facility Carried by Structure: YORBA LINDA BLVD.
Minimum Vertical Clearance: 0.87m (2.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>

Structure Number: 55C0646,  Location: 12-ORA-000-0-YBLN (Lat: 33.866667,  Lng: -117.776667),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 9,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: BNSF,AMTRAK,ESPERANZA RD,  Facility Carried by Structure: FAIRMONT BLVD
Minimum Vertical Clearance: 1.01m (3.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.0m (114.8ft)

Discuss this city on our hugely popular California forum

Back to: Yorba Linda, CA, California, All US cities.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2009 Advameg, Inc.