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Bridge Statistics for Santa Clarita, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Santa Clarita, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 94
Total length: 549 meters (1,801ft) Total costs: $58,538,000 Total average daily traffic: 3,522,100 Total average daily truck traffic: 282,857 National Bridge Inventory (NBI) Registered Bridges for Santa Clarita
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 53 0014, Location: 07-LA-126-9.93-SCTA (Lat: 34.391667, Lng: -118.536667), Route carried "on" structure: State highway 126, Year Built: 1993, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 23,800 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 32,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: PLACERITA CREEK, Facility Carried by Structure: RAILROAD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 26.5m (86.9ft) 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: 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: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 0015, Location: 07-LA-126-8.2-SCTA (Lat: 34.414319, Lng: -118.543944), Route carried "on" structure: State highway 126, Year Built: 1995, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 23,800 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 32,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: SOUTH FK SANTA CLARA RIV, Facility Carried by Structure: MAGIC MOUNTAIN PKW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.200, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.2m (95.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 53 0688, Location: 07-LA-005-R53.94-SCTA (Lat: 34.428486, Lng: -118.586078), Route carried "on" structure: Interstate 5, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 129,000 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 195,644 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.940, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.2m (151.6ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 47.1m (154.5ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 1621, Location: 07-LA-014-32.53-SCTA (Lat: 34.418831, Lng: -118.437039), Route carried "on" structure: State highway 14, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 113,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 199,229 (year 2030), Design Load: HS 20, Features Intersected: LOST CANYON ROAD UC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.530, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.0m (137.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 41.6m (136.5ft), Out-to-Out Width: 43.1m (141.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $1,220,000, Roadway Improvement Cost: $244,000, Total Project Cost: $2,049,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 1688, Location: 07-LA-005-R54.17-SCTA (Lat: 34.431128, Lng: -118.588136), Route carried "on" structure: Interstate 5, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 129,000 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 195,644 (year 2030), Design Load: HS 20, Features Intersected: RYE CANYON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.170, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 46.3m (151.9ft), Out-to-Out Width: 47.1m (154.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: 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: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 1792L, Location: 07-LA-005-R49.03-SCTA (Lat: 34.362214, Lng: -118.555306), Route carried "on" structure: Interstate 5, Year Built: 1967, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 193,000 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 195,551 (year 2029), Design Load: HS 20, Features Intersected: CALGROVE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.030, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 1792R, Location: 07-LA-005-R49.03-SCTA (Lat: 34.362453, Lng: -118.555044), Route carried "on" structure: Interstate 5, Year Built: 1967, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 193,000 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 195,551 (year 2029), Design Load: HS 20, Features Intersected: CALGROVE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.030, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2029, Location: 07-LA-014-R31.62-SCTA (Lat: 34.410061, Lng: -118.446061), Route carried "on" structure: State highway 14, Year Built: 1972, Year Reconstructed: 1998, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 113,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 199,229 (year 2030), Design Load: HS 20, Features Intersected: METROLINK & UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.620, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.6m (175.9ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 52.8m (173.2ft), Out-to-Out Width: 54.2m (177.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2096, Location: 07-LA-014-R25.97-SCTA (Lat: 34.350375, Lng: -118.504236), Route carried "on" structure: State highway 14, Year Built: 1971, Year Reconstructed: 2001, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 159,000 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 234,016 (year 2030), Design Load: HS 20, Features Intersected: LOS PINETOS ROAD Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 25.970, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.7m (176.2ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 53.7m (176.2ft), Out-to-Out Width: 54.3m (178.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2146, Location: 07-LA-014-R27.55-SCTA (Lat: 34.371764, Lng: -118.499764), Route carried "on" structure: State highway 14, Year Built: 1972, Year Reconstructed: 1998, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 148,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 227,839 (year 2030), Design Load: HS 20, Features Intersected: LA AQUEDUCT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.550, Lanes on structure: 8, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 45.5m (149.3ft), Out-to-Out Width: 46.9m (153.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.4 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: Superior to present desirable criteria, Underclear: Equal to present minimum 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2167, Location: 07-LA-014-R31.4-SCTA (Lat: 34.406869, Lng: -118.447661), Route carried "on" structure: State highway 14, Year Built: 1972, Year Reconstructed: 1996, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 113,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 199,229 (year 2030), Design Load: HS 20, Features Intersected: CANYON PARK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.400, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.9m (170.3ft), 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: 43.9m (144.0ft), Curb-To-Curb Width: 51.9m (170.3ft), Out-to-Out Width: 52.5m (172.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2361, Location: 07-LA-126-T12.51-SCTA (Lat: 34.365694, Lng: -118.505861), Route carried "on" structure: State highway 126, Year Built: 1969, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 23,800 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 32,500 (year 2029), Design Load: HS 20, Features Intersected: ELSMERE CREEK, Facility Carried by Structure: NEWHALL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.510, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 31.1m (102.0ft), 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 11 Find on map >> Show street view
Structure Number: 53 2788, Location: 07-LA-126-10.57-SCTA (Lat: 34.383694, Lng: -118.530528), Route carried "on" structure: State highway 126, Year Built: 1996, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 23,800 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 32,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: NEWHALL CREEK, Facility Carried by Structure: RAILROAD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.570, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.3m (122.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.7m (87.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2816, Location: 07-LA-014-33.42-SCTA (Lat: 34.425186, Lng: -118.423653), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 5,000 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 5,873 (year 2029), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 14, Facility Carried by Structure: SAND CANYON ROAD Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.7m (123.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 289, Location: 07-LA-126-9.75-SCTA (Lat: 34.395000, Lng: -118.539764), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: RAILROAD AV, SANTA CLARA, Facility Carried by Structure: VIA PRINCESSA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2925, Location: 07-LA-005-R53.7-SCTA (Lat: 34.425467, Lng: -118.584311), Route carried "on" structure: Interstate 5, Year Built: 2005, Status: Open, Structure Length: 22.90m (75.13ft), Average Daily Traffic: 129,000 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 195,644 (year 2030), Design Load: HS 20, Features Intersected: SANTA CLARA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.700, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.0m (187.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 51.0m (167.3ft), Curb-To-Curb Width: 57.0m (187.0ft), Out-to-Out Width: 58.0m (190.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2927, Location: 07-LA-005-R52.47-SCTA (Lat: 34.408264, Lng: -118.576281), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 10.40m (34.12ft), Average Daily Traffic: 21,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 31,431 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 5, Facility Carried by Structure: VALENCIA BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.470, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 30.6m (100.4ft), 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: 56.0m (183.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 35.8m (117.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2928, Location: 07-LA-005-R53.33-SCTA (Lat: 34.423281, Lng: -118.583333), Route carried "on" structure: Interstate 5, Year Built: 2005, Status: Open, Structure Length: 9.40m (30.84ft), Average Daily Traffic: 144,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 185,965 (year 2029), Design Load: HS 20, Features Intersected: MAGIC MOUNTAIN PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.330, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 47.2m (154.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53 2944, Location: 07-LA-126-R5.84-SCTA (Lat: 34.443222, Lng: -118.605500), Route carried "on" structure: State highway 126, Year Built: 2005, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 23,800 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 32,500 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 8, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.8m (153.5ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.8m (186.4ft), Curb-To-Curb Width: 42.8m (140.4ft), Out-to-Out Width: 43.8m (143.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0296, Location: 1.3 MI N SOLDAD CYN RD (Lat: 34.430550, Lng: -118.443197), Route carried "on" structure: City street L369, Year Built: 1986, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 14,700 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 18,135 (year 2032), Design Load: HS 20, Features Intersected: MINT CANYON WASH, Facility Carried by Structure: SIERRA HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0378, Location: 0.1 MI N SOLDAD CYN RD (Lat: 34.424231, Lng: -118.539606), Route carried "on" structure: City street Q064, Year Built: 1972, Status: Open, Structure Length: 15.88m (52.10ft), Average Daily Traffic: 43,100 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 53,806 (year 2032), Design Load: HS 20, Features Intersected: SANTA CLARA RIVER, Facility Carried by Structure: BOUQUET CYN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 36.5m (119.8ft), Out-to-Out Width: 41.7m (136.8ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0379, Location: 0.8 MI N SOLEDAD CYN RD (Lat: 34.430756, Lng: -118.534211), Route carried "on" structure: City street Q064, Year Built: 1972, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 36,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 45,260 (year 2034), Design Load: HS 20, Features Intersected: BOUQUET CANYON CREEK, Facility Carried by Structure: BOUQUET CYN RD SX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.6m (90.6ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 32.6m (107.0ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $2,821,000, Roadway Improvement Cost: $282,000, Total Project Cost: $4,231,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C038, Location: 4MI N OF SOLEDAD CYN RD (Lat: 34.459489, Lng: -118.494072), Route carried "on" structure: City street Q064, Year Built: 1969, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 49,900 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 62,340 (year 2032), Design Load: HS 20, Features Intersected: BOUQUET CANYON CREEK, Facility Carried by Structure: BOUQUET CYN RD 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $712,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,069,000 ( Estimate for 2012), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 53C0469, Location: 4 MI E BOUQUET CYN RD (Lat: 34.415708, Lng: -118.477281), Route carried "on" structure: City street Q065, Year Built: 1973, Year Reconstructed: 1995, Status: Open, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 48,100 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 60,051 (year 2032), Design Load: HS 20, Features Intersected: SANTA CLARA RIVER, Facility Carried by Structure: SOLEDAD CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.38m (60.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $5,787,000, Roadway Improvement Cost: $578,000, Total Project Cost: $8,681,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0478, Location: 1.4 MI N SOLEDAD CYN RD (Lat: 34.434611, Lng: -118.523811), Route carried "on" structure: City street Q064, Year Built: 1976, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 48,800 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 60,987 (year 2032), Design Load: HS 20, Features Intersected: BOUQUET CANYON CREEK, Facility Carried by Structure: BOUQUET CYN RD NX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $3,571,000, Roadway Improvement Cost: $357,000, Total Project Cost: $5,357,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0479, Location: 3 MI N SOLEDAD CYN RD (Lat: 34.449386, Lng: -118.498664), Route carried "on" structure: City street Q064, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,100 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 23,833 (year 2032), Design Load: HS 20, Features Intersected: PLUM CANYON CHANNEL, Facility Carried by Structure: BOUQUET CYN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 33.7m (110.6ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10 Find on map >> Show street view
Structure Number: 53C0554, Location: 0.1 MI E SIERRA HWY (Lat: 34.416486, Lng: -118.454075), Route carried "on" structure: City street Q065, Year Built: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 46,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 57,449 (year 2032), Design Load: HS 20, Features Intersected: MINT CANYON WASH, Facility Carried by Structure: SOLEDAD CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0805, Location: 3/4MI E OF GLDN ST FWY (Lat: 34.378956, Lng: -118.552508), Route carried "on" structure: City street Q055, Year Built: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 32,800 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 41,142 (year 2033), Design Load: HS 20, Features Intersected: SANTA CLARA RIV (SO FK), Facility Carried by Structure: LYONS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 36.7m (120.4ft) Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $64,000, Total Project Cost: $965,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 53C0826, Location: 1MI N OF LYONS AVE (Lat: 34.389000, Lng: -118.548078), Route carried "on" structure: City street Q056, Year Built: 1971, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 24,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 29,874 (year 2031), Design Load: HS 20, Features Intersected: PICO CANYON CHANNEL, Facility Carried by Structure: WILEY CYN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C084, Location: 1.0 MI N/O LYONS AVE (Lat: 34.388222, Lng: -118.546042), Route carried "on" structure: City street Q057, Year Built: 1970, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 23,200 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 29,126 (year 2034), Design Load: HS 20, Features Intersected: SANTA CLARA RIV (SO FK), Facility Carried by Structure: ORCHARD VILLAGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0855, Location: 0.5 MI S/O LYONS AVE (Lat: 34.370489, Lng: -118.557475), Route carried "on" structure: City street Q056, Year Built: 1971, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,100 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 15,141 (year 2033), Design Load: HS 20, Features Intersected: SANTA CLARA RIV (SO FK), Facility Carried by Structure: WILEY CYN RD Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 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: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 11 Find on map >> Show street view
Structure Number: 53C0988, Location: 0.1 MI E SIERRA HWY (Lat: 34.424836, Lng: -118.448094), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 14,700 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 18,135 (year 2032), Design Load: HS 20, Features Intersected: MINT CANYON WASH, Facility Carried by Structure: ADON AVE Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $577,000, Roadway Improvement Cost: $57,000, Total Project Cost: $866,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C0992, Location: 0.2 MI S SOLEDAD CYN RD (Lat: 34.421628, Lng: -118.423228), Route carried "on" structure: City street L578, Year Built: 1986, Status: Open, Structure Length: 15.39m (50.49ft), Average Daily Traffic: 13,500 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 16,860 (year 2032), Design Load: HS 20, Features Intersected: SANTA CLARA RIVER, Facility Carried by Structure: SAND CYN RD 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C1024, Location: 0.4 MI S SOLEDAD CYN RD (Lat: 34.419839, Lng: -118.424392), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,800 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 8,534 (year 2032), Design Load: HS 20, Features Intersected: SAND CANYON WASH, Facility Carried by Structure: LOST CANYON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $692,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,039,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 53C1028, Location: 2.5 MI S SOLEDAD CYN RD (Lat: 34.393917, Lng: -118.414908), Route carried "on" structure: City street L578, Year Built: 1970, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,200 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,163 (year 2032), Design Load: HS 20, Features Intersected: IRON CANYON CREEK, Facility Carried by Structure: SAND CANYON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 53C1488L, Location: .25MI N/O MGC MNT PRKWY (Lat: 34.418708, Lng: -118.548736), Route carried "on" structure: City street Q065, Year Built: 1967, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 58,500 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 72,334 (year 2032), Design Load: HS 20, Features Intersected: SANTA CLARA RIVER SO FK, Facility Carried by Structure: VALENCIA BLD SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $2,140,000, Roadway Improvement Cost: $214,000, Total Project Cost: $3,211,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C1488R, Location: .25MI N/O MGC MNT PRKWY (Lat: 34.418661, Lng: -118.548586), Route carried "on" structure: City street Q065, Year Built: 1967, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 58,500 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 72,334 (year 2032), Design Load: HS 20, Features Intersected: SANTA CLARA RIVER SO FK, Facility Carried by Structure: VALENCIA BLD NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $1,777,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,666,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 53C149, Location: .25MI N/O BOUQUET CYN RD (Lat: 34.448597, Lng: -118.506717), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 4,800 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,244 (year 2032), Design Load: HS 20, Features Intersected: BOUQUET CYN CHANNEL, Facility Carried by Structure: URBANDALE 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 53C1492, Location: 0.5 MI E SAND CANYON RD (Lat: 34.407867, Lng: -118.412522), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,000 (year 2008), Average Future Daily Traffic: 1,200 (year 2028), Design Load: HS 20, Features Intersected: UNNAMED WASH, Facility Carried by Structure: CLEARLAKE DR 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10 Find on map >> Show street view
Structure Number: 53C1521, Location: 0.1 MI W AVENIDA ROTELLA (Lat: 34.381544, Lng: -118.546717), Route carried "on" structure: City street QQ09, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 627 (year 2033), Design Load: HS 20, Features Intersected: PUC, Facility Carried by Structure: AVENIDA RONDEL 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 4.8m (15.7ft), Right: 4.9m (16.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 22.8m (74.8ft) Condition: Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11 Find on map >> Show street view
Structure Number: 53C1522, Location: 0.1 MI N LYONS AVE (Lat: 34.380344, Lng: -118.546125), Route carried "on" structure: City street 7QQ1, Year Built: 1967, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 500 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 627 (year 2033), Design Load: HS 20, Features Intersected: PUC, Facility Carried by Structure: AVENIDA ROTELLA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 4.2m (13.8ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11 Find on map >> Show street view
Structure Number: 53C1528, Location: 0.3 MI W SECO CANYON RD (Lat: 34.436778, Lng: -118.534961), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 700 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2034), Design Load: HS 20, Features Intersected: DRY CANYON CHANNEL, Facility Carried by Structure: GARZOTA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), 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: 15.8m (51.8ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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