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Bridge Statistics for Brea, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brea, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 53 meters (174ft) Total costs: $7,000 Total average daily traffic: 1,252,500 Total average daily truck traffic: 1,300 National Bridge Inventory (NBI) Registered Bridges for Brea
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 55 0083, Location: 12-ORA-090-4.07-BRE (Lat: 33.916667, Lng: -117.943333), Route carried "on" structure: State highway 90, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 47,000 (year 1998), Design Load: HS 20, Features Intersected: BREA CANYON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.070, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.0m (82.0ft) Condition: Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006 Find on map >>
Structure Number: 55 0222, Location: 12-ORA-090-5.63-BRE (Lat: 33.910000, Lng: -117.878333), Route carried "on" structure: State highway 90, Year Built: 1970, Year Reconstructed: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 44,500 (year 1998), Design Load: HS 20, Features Intersected: LOFTUS DIVERSION CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.630, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Channel: Very good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2006, Bridge Improvement Cost: $5,000, Total Project Cost: $7,000 Find on map >>
Structure Number: 55 0469, Location: 12-ORA-090-R5.43-BRE (Lat: 33.910000, Lng: -117.881667), Route carried "on" structure: State highway 90, Year Built: 1970, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 47,000 (year 1998), Design Load: HS 20, Features Intersected: ROUTE 57 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.430, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Fair, 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0482, Location: 12-ORA-057-20.61-BRE (Lat: 33.921667, Lng: -117.885000), Route carried "on" structure: State highway 57, Year Built: 1971, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20+Mod, Features Intersected: UP RR SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.610, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 46.0m (150.9ft), Out-to-Out Width: 47.4m (155.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55 0485, Location: 12-ORA-057-20.38-BRE (Lat: 33.916667, Lng: -117.880000), Route carried "on" structure: State highway 57, Year Built: 1971, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20, Features Intersected: BIRCH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.380, 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: 52.1m (170.9ft), 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: 32.4 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: Better than 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 0492, Location: 12-ORA-057-20.88-BRE (Lat: 33.925000, Lng: -117.878333), Route carried "on" structure: State highway 57, Year Built: 1971, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 246,000 (year 1998), Design Load: HS 20, Features Intersected: LAMBERT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.880, Lanes on structure: 10, Lanes under structure: 8, 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: 53.3m (174.9ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 93.0 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: 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: 55C0064, Location: 0.1 MI. W/O BREA BLVD. (Lat: 33.931944, Lng: -117.895833), Route carried "on" structure: City street M031, Year Built: 1969, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 32,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 65,946 (year 2029), Design Load: HS 20, Features Intersected: BREA CANYON CHANNEL, Facility Carried by Structure: CENTRAL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0313, Location: 0.3 MI. N/O IMPERIAL HWY. (Lat: 33.913889, Lng: -117.878889), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 9,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 18,485 (year 2028), Design Load: HS 20, Features Intersected: LOFTUS DIVERSION CHANNEL, Facility Carried by Structure: ASSOCIATED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2006 Find on map >>
Structure Number: 55C0343, Location: 0.1 MI. S/O IMPERIAL HWY. (Lat: 33.910000, Lng: -117.888889), Route carried "on" structure: City street M006, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 26,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 53,581 (year 2029), Design Load: HS 20, Features Intersected: EAST BREA CHANNEL, Facility Carried by Structure: STATE COLLEGE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 25.3m (83.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: October 2007 Find on map >>
Structure Number: 55C0419, Location: 0.1 MI. W/O BREA BLVD. (Lat: 33.925000, Lng: -117.900000), Route carried "on" structure: City street M001, Year Built: 1980, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 42,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 86,553 (year 2029), Design Load: HS 20, Features Intersected: BREA CANYON CHANNEL, Facility Carried by Structure: LAMBERT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55C0507, Location: 0.2 MI. N/O IMPERIAL HWY. (Lat: 33.915000, Lng: -117.863889), Route carried "on" structure: City street M007, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 34,917 (year 2028), Design Load: HS 20, Features Intersected: LOFTUS DIVERSION CHANNEL, Facility Carried by Structure: KRAEMER BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Channel: Very good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2006 Find on map >>
Structure Number: 55C0543, Location: 100' NW/O ASSOCIATED RD. (Lat: 33.913889, Lng: -117.877778), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 6,182 (year 2028), Features Intersected: LOFTUS DIVERSION CHANNEL, Facility Carried by Structure: GREENBRIAR LANE 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Channel: Very good, 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2006 Find on map >>
Structure Number: 55C0644, Location: 0.2 MI. E/O BERRY STREET (Lat: 33.918333, Lng: -117.901667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2029), Design Load: HS 20+Mod, Features Intersected: BREA CANYON CHANNEL, Facility Carried by Structure: MERCURY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 55 0469, Location: 12-ORA-090-R5.43-BRE (Lat: 33.910000, Lng: -117.881667), Route carried "under" structure: State highway 57, Year Built: 1970, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 246,000 (year 1998), Features Intersected: ROUTE 57, Facility Carried by Structure: ROUTE 90 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.987, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 55 0485, Location: 12-ORA-057-20.38-BRE (Lat: 33.916667, Lng: -117.880000), Route carried "under" structure: City street M191, Year Built: 1971, Structure Length: 5.30m (17.39ft), Features Intersected: BIRCH STREET, Facility Carried by Structure: ROUTE 57 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 52.1m (170.9ft) Find on map >>
Structure Number: 55 0492, Location: 12-ORA-057-20.88-BRE (Lat: 33.925000, Lng: -117.878333), Route carried "under" structure: City street M001, Year Built: 1971, Structure Length: 5.39m (17.68ft), Features Intersected: LAMBERT ROAD, Facility Carried by Structure: ROUTE 57 Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.3m (174.9ft) Discuss this city on our hugely popular California forum Back to: Brea, CA, California, All US cities.
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