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Bridge Statistics for Fullerton, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fullerton, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 89 Total length: 977 meters (3,205ft) Total costs: $3,326,000 Total average daily traffic: 4,196,050 Total average daily truck traffic: 44,780 National Bridge Inventory (NBI) Registered Bridges for Fullerton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 55 0287, Location: 12-ORA-091-.72-FUL (Lat: 33.853333, Lng: -117.966667), Route carried "on" structure: State highway 91, Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 237,000 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 243,703 (year 2028), Design Load: HS 20, Features Intersected: GILBERT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.720, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 51.5m (169.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 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: Equal to 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0293L, Location: 12-ORA-091-R3.56-FUL (Lat: 33.856667, Lng: -117.980000), Route carried "on" structure: State highway 91, Year Built: 1970, Status: Open, Structure Length: 22.34m (73.29ft), Average Daily Traffic: 125,000 (year 1999), Design Load: HS 20+Mod, Features Intersected: UP RR, I 5, & CONNS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.560, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 64.3m (211.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.8 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: Equal to 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0296F, Location: 12-ORA-091-R3.85-FUL (Lat: 33.856667, Lng: -117.975000), Route carried "on" structure: Ramp State highway 91, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 5.46m (17.91ft), Design Load: H 20, Features Intersected: MAGNOLIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.850, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $65,000, Total Project Cost: $974,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0296L, Location: 12-ORA-091-R3.85-FUL (Lat: 33.856667, Lng: -117.975000), Route carried "on" structure: State highway 91, Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 114,000 (year 1999), Design Load: HS 20, Features Intersected: MAGNOLIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.850, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.3m (63.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.3m (66.6ft) 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: High priority of corrective action, 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: 55 0296R, Location: 12-ORA-091-R3.85-FUL (Lat: 33.856667, Lng: -117.975000), Route carried "on" structure: State highway 91, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 114,000 (year 1999), Design Load: HS 20, Features Intersected: MAGNOLIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.850, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum 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: 55 0456, Location: 12-ORA-057-17.3-FUL (Lat: 33.875000, Lng: -117.880000), Route carried "on" structure: State highway 57, Year Built: 1969, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 279,000 (year 1998), Design Load: HS 20, Features Intersected: CHAPMAN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.300, Lanes on structure: 11, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.6m (152.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 46.6m (152.9ft), Out-to-Out Width: 47.9m (157.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 95.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0464, Location: 12-ORA-057-17.57-FUL (Lat: 33.878333, Lng: -117.880000), Route carried "on" structure: State highway 57, Year Built: 1969, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 279,000 (year 1998), Design Load: HS 20, Features Intersected: NUTWOOD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.570, Lanes on structure: 10, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0465, Location: 12-ORA-057-18.85-FUL (Lat: 33.896667, Lng: -117.880000), Route carried "on" structure: State highway 57, Year Built: 1970, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20, Features Intersected: BASTANCHURY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.850, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 95.5 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0466, Location: 12-ORA-057-19.58-FUL (Lat: 33.906667, Lng: -117.880000), Route carried "on" structure: State highway 57, Year Built: 1970, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20, Features Intersected: ASSOCIATED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.580, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.9m (157.2ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 47.6m (156.2ft), Out-to-Out Width: 49.1m (161.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 98.8 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0468, Location: 12-ORA-057-18.34-FUL (Lat: 33.890000, Lng: -117.880000), Route carried "on" structure: City street M009, Year Built: 1970, Status: Open, Structure Length: 7.19m (23.59ft), Design Load: HS 20, Features Intersected: ROUTE 57, Facility Carried by Structure: YORBA LINDA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,096,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,645,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0472S, Location: 12-ORA-091-R3.64-FUL (Lat: 33.856667, Lng: -117.975000), Route carried "on" structure: Ramp State highway 91, Year Built: 1970, Status: Open, Structure Length: 14.17m (46.49ft), Design Load: HS 20+Mod, Features Intersected: UP RR, S5-MAGNOLIA AV OF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.640, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 95.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Monolithic Concrete Find on map >>
Structure Number: 55 0483, Location: 12-ORA-057-19.33-FUL (Lat: 33.903333, Lng: -117.880000), Route carried "on" structure: State highway 57, Year Built: 1970, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20, Features Intersected: ROLLING HILLS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.330, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 96.5 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0502R, Location: 12-ORA-091-R3.58-FUL (Lat: 33.855000, Lng: -117.978333), Route carried "on" structure: State highway 91, Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 125,000 (year 1999), Design Load: HS 20+Mod, Features Intersected: UP RR,I 5 SB,S5-MAGNOLIA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.580, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.9m (78.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.9m (81.7ft) Condition: Deck: Good, Superstructure: Very 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: High priority of corrective action, 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: 55 0503G, Location: 12-ORA-091-R3.61-FUL (Lat: 33.855000, Lng: -117.978333), Route carried "on" structure: Ramp State highway 91, Year Built: 1970, Status: Open, Structure Length: 14.26m (46.78ft), Truck Traffic: 2%, Design Load: HS 20+Mod, Features Intersected: UP RR,S5-MAGNOLIA AV OFF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.610, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Monolithic Concrete Find on map >>
Structure Number: 55 0528, Location: 12-ORA-057-19.66-FUL (Lat: 33.906667, Lng: -117.878333), Route carried "on" structure: State highway 57, Year Built: 1970, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20, Features Intersected: LOFTUS DIVERSION CH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.660, Lanes on structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 62.2m (204.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Very good, Culverts: Very 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: 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: June 2006 Find on map >>
Structure Number: 55 0849E, Location: 12-ORA-091-5.6-FUL (Lat: 33.000000, Lng: -117.000000), Route carried "on" structure: Ramp State highway 91, Year Built: 2000, Status: Open, Structure Length: 122.35m (401.41ft), Design Load: HS 20+Mod, Features Intersected: 57, 91 & LOCAL STREETS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Lanes under structure: 27, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 25, Length of Maximum Span: 80.2m (263.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Very 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: 55C0120M, Location: 100' E/O HARBOR BLVD (Lat: 33.882778, Lng: -117.925000), Route carried "on" structure: City street M003, Year Built: 1936, Year Reconstructed: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 30,912 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: BREA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.8 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 55C0147, Location: 0.1 MI N/O VALENCIA DR (Lat: 33.867778, Lng: -117.960000), Route carried "on" structure: City street M004, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 22,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 45,187 (year 2028), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: BROOKHURST RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0224, Location: 100' S/O MALVERN AVE (Lat: 33.875833, Lng: -117.950833), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: H 15, Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: BASQUE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), 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: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C0225, Location: 50' N/O CHAPMAN AVE (Lat: 33.873889, Lng: -117.932778), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1970, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: RICHMAN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0226, Location: 50' N/O CHAPMAN AVE (Lat: 33.873889, Lng: -117.930833), Route carried "on" structure: City street , Year Built: 1922, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,061 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: FORD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0227, Location: 50' N/O CHAPMAN AVE (Lat: 33.873889, Lng: -117.928889), Route carried "on" structure: City street , Year Built: 1922, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 8,244 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: HIGHLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0228, Location: 50' N/O CHAPMAN AVE (Lat: 33.873889, Lng: -117.926944), Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: MALDEN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0229, Location: 0.1 MI E/O HARBOR BLVD (Lat: 33.876944, Lng: -117.921944), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: UNION AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 28.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C023, Location: 50' E/O HARBOR BLVD (Lat: 33.881944, Lng: -117.923889), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1964, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: VALLEY VIEW DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0231, Location: 0.2 MI E/O DALE ST (Lat: 33.865833, Lng: -117.980833), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 16,486 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: VALENCIA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0232, Location: 50' N/O VALENCIA DR (Lat: 33.866944, Lng: -117.980000), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,061 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: EDWARD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 48 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0233, Location: 0.1 MI S/O COMMONWEALTH (Lat: 33.867778, Lng: -117.967778), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 18,547 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: GILBERT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0234, Location: 0.1 MI N/O VALENCIA DR (Lat: 33.867778, Lng: -117.950833), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,061 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: BASQUE AVE 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0235, Location: 0.3 MI W/O EUCLID ST (Lat: 33.866944, Lng: -117.946944), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 22,668 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: VALENCIA DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0236, Location: 200' N/O ASH AVE (Lat: 33.865000, Lng: -117.943889), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,061 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: CITRUS AVE 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0242, Location: 0.3 MI N/O ORANGETHORPE (Lat: 33.862778, Lng: -117.936944), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,061 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: WOODS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0243, Location: 1/4 MI N/O ORANGETHORPE (Lat: 33.862778, Lng: -117.932778), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: RICHMAN AVE 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0244, Location: 0.2 MI S/O VALENCIA DR (Lat: 33.862778, Lng: -117.926944), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,061 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: MALDEN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0288, Location: 0.1 MI E/O HARBOR BLVD (Lat: 33.878889, Lng: -117.922778), Route carried "on" structure: City street M167, Year Built: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 14,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 28,851 (year 2029), Design Load: HS 20, Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: BERKLEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.5m (64.0ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2008 Find on map >>
Structure Number: 55C0289, Location: 100' S/O MALVERN AVE (Lat: 33.877778, Lng: -117.967778), Route carried "on" structure: City street M075, Year Built: 1957, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 22,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 45,187 (year 2028), Design Load: HS 20, Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: GILBERT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C029, Location: 100' S/O MALVERN AVE (Lat: 33.875000, Lng: -117.941944), Route carried "on" structure: City street M077, Year Built: 1936, Year Reconstructed: 1957, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 22,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 45,187 (year 2028), Design Load: H 15, Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: EUCLID STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0291, Location: AT WOODS AVE (Lat: 33.875000, Lng: -117.937778), Route carried "on" structure: City street M162, Year Built: 1939, Year Reconstructed: 1969, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 18,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 37,094 (year 2029), Design Load: H 15, Features Intersected: BREA CREEK CHANNEL, Facility Carried by Structure: CHAPMAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0292, Location: 0.1 MI N/O VALENCIA DR (Lat: 33.867778, Lng: -117.976944), Route carried "on" structure: City street M074, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 41,080 (year 2028), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: MAGNOLIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0293, Location: 0.2 MI S/O VALENCIA DR (Lat: 33.865000, Lng: -117.941944), Route carried "on" structure: City street M077, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 37,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 55,642 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: EUCLID AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0294, Location: 0.2 MI S/O VALENCIA DR (Lat: 33.862778, Lng: -117.928889), Route carried "on" structure: City street M168, Year Built: 1959, Year Reconstructed: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 8,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 16,486 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: HIGHLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0295, Location: 0.2 MI S/O VALENCIA DR (Lat: 33.862778, Lng: -117.920000), Route carried "on" structure: City street M166, Year Built: 1977, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 26,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 53,403 (year 2028), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: LEMON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.3m (63.3ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2006 Find on map >>
Structure Number: 55C0296M, Location: 300' W/O RAYMOND AVE (Lat: 33.872778, Lng: -117.906944), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CREEK CHANNEL, Facility Carried by Structure: WILSHIRE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2008 Find on map >>
Structure Number: 55C0297, Location: 0.2 MI N/O NUTWOOD AVE (Lat: 33.880000, Lng: -117.897778), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2029), Design Load: HS 15, Features Intersected: FULLERTON CR CHANNEL, Facility Carried by Structure: ACACIA AVE 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 55C0298, Location: 0.05 MI E/O ACACIA AVE (Lat: 33.880833, Lng: -117.896944), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 14,426 (year 2029), Design Load: HS 15, Features Intersected: FULLERTON CRK CHANNEL, Facility Carried by Structure: DOROTHY LN 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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 55C0345, Location: 0.3 MI N/O BASTANCHURY (Lat: 33.900000, Lng: -117.883889), Route carried "on" structure: City street M169, Year Built: 1941, Year Reconstructed: 1965, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 10,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 20,608 (year 2029), Design Load: H 20, Features Intersected: FULLERTON DAM DIV CHAN, Facility Carried by Structure: ASSOCIATED RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular California forum Back to: Fullerton, CA, California, All US cities.
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