Bridge Statistics for Yorba Linda, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 164ft / 50.2mTotal length
- 491,500Total average daily traffic
- 24,954Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Yorba Linda
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 61970-1979
- 41980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 62.5%Good
- 37.5%Fair
- Bridge Condition - Superstructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Substructure
- 87.5%Good
- 12.5%Fair
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Structure Number: 55 0339, Location: 12-ORA-090-11.15-YBLN (Lat: 33.873728, Lng: -117.803431), Route carried "on" structure: State highway 90, Year Built: 1962, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 26,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 31,418 (year 2038), 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: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0339, Location: 12-ORA-090-11.15-YBLN (Lat: 33.873728, Lng: -117.803431), Route carried "on" structure: State highway 90, Year Built: 1962, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 26,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 31,418 (year 2038), 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: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0345, Location: 12-ORA-090-8.08-YBLN (Lat: 33.887456, Lng: -117.812369), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 13,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 20,512 (year 2038), Design Load: HS 20+Mod, Features Intersected: IMPERIAL HIGHWAY, 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: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0345, Location: 12-ORA-090-8.08-YBLN (Lat: 33.887456, Lng: -117.812369), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 13,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 20,512 (year 2038), Design Load: HS 20+Mod, Features Intersected: IMPERIAL HIGHWAY, 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: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0507L, Location: 12-ORA-091-R17.95L (Lat: 33.872119, Lng: -117.687100), Route carried "on" structure: State highway 91, Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 131,500 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 164,000 (year 2040), Design Load: HS 20, Features Intersected: COAL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.950, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.5m (106.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0507L, Location: 12-ORA-091-R17.95L (Lat: 33.872119, Lng: -117.687100), Route carried "on" structure: State highway 91, Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 131,500 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 164,000 (year 2040), Design Load: HS 20, Features Intersected: COAL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.950, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.5m (106.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0507R, Location: 12-ORA-091-R17.95R (Lat: 33.871717, Lng: -117.687339), Route carried "on" structure: State highway 91, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 131,500 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 164,000 (year 2038), Design Load: HS 20, Features Intersected: COAL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.950, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.1m (105.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55 0507R, Location: 12-ORA-091-R17.95R (Lat: 33.871717, Lng: -117.687339), Route carried "on" structure: State highway 91, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 131,500 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 164,000 (year 2038), Design Load: HS 20, Features Intersected: COAL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.950, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.1m (105.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55C0501, Location: 100' W/O AVENIDA PICO (Lat: 33.442253, Lng: -117.616917), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 8,466 (year 2037), Features Intersected: SEGUNDA DESHECHA CANADA, Facility Carried by Structure: CALLE FRONTERA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 48.3m (158.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
Structure Number: 55C0501, Location: 100' W/O AVENIDA PICO (Lat: 33.442253, Lng: -117.616917), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 8,466 (year 2037), Features Intersected: SEGUNDA DESHECHA CANADA, Facility Carried by Structure: CALLE FRONTERA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 48.3m (158.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
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Structure Number: 55C0508, Location: AT ESPERANZA ROAD (Lat: 33.876217, Lng: -117.752914), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 36,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 76,444 (year 2040), Design Load: HS 20+Mod, Features Intersected: BNSF RY, ESPERANZA RD, Facility Carried by Structure: YORBA LINDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0508, Location: AT ESPERANZA ROAD (Lat: 33.876217, Lng: -117.752914), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 36,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 76,444 (year 2040), Design Load: HS 20+Mod, Features Intersected: BNSF RY, ESPERANZA RD, Facility Carried by Structure: YORBA LINDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55C0542, Location: 0.2 MI. N/O LA PALMA AVE. (Lat: 33.873600, Lng: -117.722486), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,964 (year 2040), Design Load: HS 20, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0542, Location: 0.2 MI. N/O LA PALMA AVE. (Lat: 33.873600, Lng: -117.722486), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,964 (year 2040), Design Load: HS 20, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55C0616, Location: 100' E/O AVNDA RIO DL ORO (Lat: 33.895708, Lng: -117.781347), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2040), 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: 33 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: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55C0616, Location: 100' E/O AVNDA RIO DL ORO (Lat: 33.895708, Lng: -117.781347), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2040), 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: 33 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: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0617, Location: 50' E/O AVENDA RIO DL ORO (Lat: 33.891142, Lng: -117.783289), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2040), 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), 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: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55C0617, Location: 50' E/O AVENDA RIO DL ORO (Lat: 33.891142, Lng: -117.783289), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2040), 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), 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: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55C0646, Location: AT ESPERANZA ROAD (Lat: 33.865608, Lng: -117.777050), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.77m (32.05ft), Average Daily Traffic: 15,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,377 (year 2040), Design Load: HS 20+Mod, Features Intersected: 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: 31 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0646, Location: AT ESPERANZA ROAD (Lat: 33.865608, Lng: -117.777050), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.77m (32.05ft), Average Daily Traffic: 15,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,377 (year 2040), Design Load: HS 20+Mod, Features Intersected: 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: 31 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55C0714, Location: RTE 90 AT BUENA VISTA AVE (Lat: 33.880756, Lng: -117.809161), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 2005, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 30,000 (year 2011), Average Future Daily Traffic: 33,554 (year 2038), Design Load: HS 20, Features Intersected: BUENA VISTA AVE, Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal 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: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55C0714, Location: RTE 90 AT BUENA VISTA AVE (Lat: 33.880756, Lng: -117.809161), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 2005, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 30,000 (year 2011), Average Future Daily Traffic: 33,554 (year 2038), Design Load: HS 20, Features Intersected: BUENA VISTA AVE, Facility Carried by Structure: IMPERIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal 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: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55 0345, Location: 12-ORA-090-8.08-YBLN (Lat: 33.887456, Lng: -117.812369), Route carried "under" structure: State highway 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2011), Features Intersected: IMPERIAL HIGHWAY, Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 8.080, 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)
Structure Number: 55 0345, Location: 12-ORA-090-8.08-YBLN (Lat: 33.887456, Lng: -117.812369), Route carried "under" structure: State highway 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2011), Features Intersected: IMPERIAL HIGHWAY, Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 8.080, 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)
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Structure Number: 55 0507L, Location: 12-ORA-091-R17.95L (Lat: 33.872119, Lng: -117.687100), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 5%, Features Intersected: COAL CANYON RD, Facility Carried by Structure: STATE ROUTE 91 WB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 55 0507L, Location: 12-ORA-091-R17.95L (Lat: 33.872119, Lng: -117.687100), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 5%, Features Intersected: COAL CANYON RD, Facility Carried by Structure: STATE ROUTE 91 WB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 55 0507R, Location: 12-ORA-091-R17.95R (Lat: 33.871717, Lng: -117.687339), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 5%, Features Intersected: COAL CANYON RD, Facility Carried by Structure: STATE ROUTE 91 EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 55 0507R, Location: 12-ORA-091-R17.95R (Lat: 33.871717, Lng: -117.687339), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2014), Truck Traffic: 5%, Features Intersected: COAL CANYON RD, Facility Carried by Structure: STATE ROUTE 91 EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 55C0508, Location: AT ESPERANZA ROAD (Lat: 33.876217, Lng: -117.752914), Route carried "under" structure: City street , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 34,600 (year 2020), Truck Traffic: 1%, Features Intersected: BNSF RY, ESPERANZA RD, Facility Carried by Structure: YORBA LINDA BLVD
Minimum Vertical Clearance: 8.70m (28.54ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 55C0508, Location: AT ESPERANZA ROAD (Lat: 33.876217, Lng: -117.752914), Route carried "under" structure: City street , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 34,600 (year 2020), Truck Traffic: 1%, Features Intersected: BNSF RY, ESPERANZA RD, Facility Carried by Structure: YORBA LINDA BLVD
Minimum Vertical Clearance: 8.70m (28.54ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 55C0646, Location: AT ESPERANZA ROAD (Lat: 33.865608, Lng: -117.777050), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 1%, Features Intersected: AMTRAK, ESPERANZA RD, Facility Carried by Structure: FAIRMONT BLVD
Minimum Vertical Clearance: 10.10m (33.14ft), 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)
Structure Number: 55C0646, Location: AT ESPERANZA ROAD (Lat: 33.865608, Lng: -117.777050), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 1%, Features Intersected: AMTRAK, ESPERANZA RD, Facility Carried by Structure: FAIRMONT BLVD
Minimum Vertical Clearance: 10.10m (33.14ft), 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)