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Bridge Statistics for Cypress, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cypress, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 28 meters (92ft) Total costs: $1,126,000 Total average daily traffic: 170,000 Total average daily truck traffic: 1,700 Total future (year 2028) average daily traffic: 346,108 National Bridge Inventory (NBI) Registered Bridges for Cypress
Bridge Condition - Deck Bridge Condition - Channel Find on map >>
Structure Number: 55C0126, Location: 0.1 MI. N/O BALL ROAD (Lat: 33.817778, Lng: -118.027778), Route carried "on" structure: City street L097, Year Built: 1958, Year Reconstructed: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 42,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 85,409 (year 2028), Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: VALLEY VIEW STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), 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: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0158, Location: 0.4 MI. W/O MOODY STREET (Lat: 33.838889, Lng: -118.051944), Route carried "on" structure: City street L092, Year Built: 1957, Year Reconstructed: 1977, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 15,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 30,809 (year 2028), Design Load: HS 20, Features Intersected: MOODY CREEK CHANNEL, Facility Carried by Structure: CRESCENT 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 26.8m (87.9ft) 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: 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: May 2006 Find on map >>
Structure Number: 55C0199, Location: 0.1 MI. N/O BALL ROAD (Lat: 33.818889, Lng: -118.020000), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 18,485 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: HOLDER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 61.6 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: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C025, Location: 0.1 MI. S/O BALL ROAD (Lat: 33.815000, Lng: -118.053889), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 9,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 18,485 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: DENNI STREET 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 68.0 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: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0267, Location: 0.2 MI. S/O BALL ROAD (Lat: 33.815000, Lng: -118.062778), Route carried "on" structure: City street L678, Year Built: 1958, Year Reconstructed: 1963, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 16,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 32,863 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: BLOOMFIELD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), 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: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 78.0 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: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0268, Location: 0.1 MI. S/O BALL ROAD (Lat: 33.815000, Lng: -118.045000), Route carried "on" structure: City street L095, Year Built: 1958, Year Reconstructed: 1964, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 22,368 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: MOODY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), 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: 1.4m (4.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 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: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0269, Location: 0.1 MI. S/O BALL ROAD (Lat: 33.815000, Lng: -118.036944), Route carried "on" structure: City street L096, Year Built: 1958, Year Reconstructed: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 18,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 36,971 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: WALKER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 69.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C027, Location: 0.2 MI. W/O VALLEY VIEW (Lat: 33.816944, Lng: -118.031944), Route carried "on" structure: City street L060, Year Built: 1958, Year Reconstructed: 1963, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 21,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 42,705 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: BALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.3 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: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0458L, Location: 200' W/O BLOOMFIELD ST. (Lat: 33.830833, Lng: -118.061944), Route carried "on" structure: City street L031, Year Built: 1955, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 13,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 26,437 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CREEK CHANNEL, Facility Carried by Structure: LINCOLN AVE. WBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $563,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0458R, Location: 200' W/O BLOOMFIELD ST. (Lat: 33.830833, Lng: -118.061944), Route carried "on" structure: City street L031, Year Built: 1955, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 13,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 26,437 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CREEK CHANNEL, Facility Carried by Structure: LINCOLN AVE. EBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $563,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 55C0603, Location: 0.2 MI. W/O VALLEY VIEW (Lat: 33.796944, Lng: -118.032778), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,000 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 4,094 (year 2028), Design Load: HS 20, Features Intersected: BOLSA CHICA CHANNEL, Facility Carried by Structure: WARLAND DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55C0604, Location: 0.1 MI. N/O BALL ROAD (Lat: 33.818889, Lng: -118.023889), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 1,045 (year 2028), Design Load: HS 20, Features Intersected: CARBON CREEK CHANNEL, Facility Carried by Structure: JUANITA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 17.4m (57.1ft) 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: 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: May 2006 Discuss this city on our hugely popular California forum Back to: Cypress, CA, California, All US cities.
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