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Bridge Statistics for Simi Valley, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Simi Valley, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 88 Total length: 323 meters (1,060ft) Total costs: $462,000 Total average daily traffic: 2,455,722 Total average daily truck traffic: 148,995 National Bridge Inventory (NBI) Registered Bridges for Simi Valley
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 52 0282L, Location: 07-VEN-118-R30.52-SIMV (Lat: 34.278333, Lng: -118.661667), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: KUEHNER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.520, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0282R, Location: 07-VEN-118-R30.52-SIMV (Lat: 34.278333, Lng: -118.661667), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: KUEHNER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.520, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0299L, Location: 07-VEN-118-R27.81-SIMV (Lat: 34.281667, Lng: -118.708333), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: TAPO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.810, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0299R, Location: 07-VEN-118-R27.81-SIMV (Lat: 34.281667, Lng: -118.708333), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: TAPO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.810, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 03, Location: 07-VEN-118-R29.56-SIMV (Lat: 34.281667, Lng: -118.676667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 8,720 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 13,749 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 118, Facility Carried by Structure: YOSEMITE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.4m (89.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0301, Location: 07-VEN-118-R29.32-SIMV (Lat: 34.281667, Lng: -118.681667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 720 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 1,135 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 118, Facility Carried by Structure: STOW STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: 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: Equal to 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0302L, Location: 07-VEN-118-R28.81-SIMV (Lat: 34.281667, Lng: -118.690000), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: STEARNS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0302R, Location: 07-VEN-118-R28.81-SIMV (Lat: 34.281667, Lng: -118.690000), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: STEARNS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0303L, Location: 07-VEN-118-R28.31-SIMV (Lat: 34.281667, Lng: -118.698333), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: KADOTA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.310, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0303R, Location: 07-VEN-118-R28.31-SIMV (Lat: 34.281667, Lng: -118.698333), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: KADOTA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.310, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0309L, Location: 07-VEN-118-R27.3-SIMV (Lat: 34.281667, Lng: -118.716667), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: TAPO CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.300, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0309R, Location: 07-VEN-118-R27.3-SIMV (Lat: 34.281667, Lng: -118.716667), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: TAPO CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.300, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.1 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0320L, Location: 07-VEN-118-R25.08-SIMV (Lat: 34.281667, Lng: -118.750000), Route carried "on" structure: State highway 118, Year Built: 1970, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: DRY CANYON CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.080, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0320R, Location: 07-VEN-118-R25.08-SIMV (Lat: 34.281667, Lng: -118.750000), Route carried "on" structure: State highway 118, Year Built: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: DRY CANYON CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.080, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0321L, Location: 07-VEN-118-R26.80-SIMV (Lat: 34.281667, Lng: -118.726667), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: ARROYO DEL TAPO CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.800, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0321R, Location: 07-VEN-118-R26.80-SIMV (Lat: 34.281667, Lng: -118.726667), Route carried "on" structure: State highway 118, Year Built: 1967, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: ARROYO DEL TAPO CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.800, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0322L, Location: 07-VEN-118-R26.56-SIMV (Lat: 34.281667, Lng: -118.730000), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: SEQUOIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.560, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0322R, Location: 07-VEN-118-R26.56-SIMV (Lat: 34.281667, Lng: -118.730000), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: SEQUOIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.560, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0323L, Location: 07-VEN-118-R26.28-SIMV (Lat: 34.281667, Lng: -118.735000), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: GALENA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.280, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0323R, Location: 07-VEN-118-R26.28-SIMV (Lat: 34.281667, Lng: -118.735000), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: GALENA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.280, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 73.2 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0324, Location: 07-VEN-118-R29.96-SIMV (Lat: 34.281667, Lng: -118.671667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 132 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 118, Facility Carried by Structure: COCHRAN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0326L, Location: 07-VEN-118-R24.81-SIMV (Lat: 34.281667, Lng: -118.760000), Route carried "on" structure: State highway 118, Year Built: 1970, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20+Mod, Features Intersected: ERRINGER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0326R, Location: 07-VEN-118-R24.81-SIMV (Lat: 34.281667, Lng: -118.760000), Route carried "on" structure: State highway 118, Year Built: 1970, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: ERRINGER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0327L, Location: 07-VEN-118-R25.81-SIMV (Lat: 34.281667, Lng: -118.743333), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: SYCAMORE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0327R, Location: 07-VEN-118-R25.81-SIMV (Lat: 34.281667, Lng: -118.743333), Route carried "on" structure: State highway 118, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20, Features Intersected: SYCAMORE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.810, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0329, Location: 07-VEN-118-R23.82-SIMV (Lat: 34.281667, Lng: -118.778333), Route carried "on" structure: City street N206, Year Built: 1970, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 3,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 3,995 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 118, Facility Carried by Structure: FIRST ST OC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), 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: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.9m (98.1ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0343, Location: 07-VEN-118-R28.3-SIMV (Lat: 34.281667, Lng: -118.700000), Route carried "on" structure: State highway 118, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 108,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 183,117 (year 2029), Design Load: HS 20, Features Intersected: LAS LLAGAS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.300, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb 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 2007 Find on map >>
Structure Number: 52 0346L, Location: 07-VEN-118-R24.15-SIMV (Lat: 34.281667, Lng: -118.770000), Route carried "on" structure: State highway 118, Year Built: 1970, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20+Mod, Features Intersected: CALDWELL AVE (CLOSED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.150, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0346R, Location: 07-VEN-118-R24.15-SIMV (Lat: 34.281667, Lng: -118.770000), Route carried "on" structure: State highway 118, Year Built: 1970, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 54,000 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 91,558 (year 2029), Design Load: HS 20+Mod, Features Intersected: CALDWELL AVE (CLOSED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.150, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0354L, Location: 07-VEN-118-R22.99-SIMV (Lat: 34.283333, Lng: -118.788333), Route carried "on" structure: State highway 118, Year Built: 1976, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 11%, Average Future Daily Traffic: 97,550 (year 2029), Design Load: HS 20, Features Intersected: MADERA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.990, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0354R, Location: 07-VEN-118-R22.99-SIMV (Lat: 34.283333, Lng: -118.788333), Route carried "on" structure: State highway 118, Year Built: 1976, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 11%, Average Future Daily Traffic: 97,550 (year 2029), Design Load: HS 20, Features Intersected: MADERA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.990, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52C0029, Location: 0.5 MI W OF KUEHNER DR (Lat: 34.265167, Lng: -118.668639), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 4,094 (year 2027), Design Load: HS 20, Features Intersected: ARROYO SIMI, Facility Carried by Structure: KATHERINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 69.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C0082, Location: 0.4 MI E TAPO ST (Lat: 34.272389, Lng: -118.700972), Route carried "on" structure: City street N200, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 21,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 29,683 (year 2027), Design Load: HS 20, Features Intersected: LAS LLAJAS CREEK, Facility Carried by Structure: E. LOS ANGELES AVE 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: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.3m (69.9ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 52C0085, Location: 0.2 MI E SYCAMORE DR (Lat: 34.271944, Lng: -118.740000), Route carried "on" structure: City street N200, Year Built: 1911, Year Reconstructed: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 22,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 29,881 (year 2029), Design Load: HS 20, Features Intersected: TAPO CANYON CREEK, Facility Carried by Structure: LOS ANGELES AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 52C0105, Location: 0.2 MI W OF MADERA RD (Lat: 34.273306, Lng: -118.800000), Route carried "on" structure: City street W503, Year Built: 1967, Year Reconstructed: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 18,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 22,518 (year 2027), Features Intersected: SYCAMORE CANYON CHANNEL, Facility Carried by Structure: TIERRA REJADA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.2m (89.2ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 27.2m (89.2ft) 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: July 2005 Find on map >>
Structure Number: 52C0115, Location: 0.4 MI E TAPO ST (Lat: 34.278944, Lng: -118.702222), Route carried "on" structure: City street N212, Year Built: 1962, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 14,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 21,495 (year 2027), Design Load: HS 20, Features Intersected: LAS LLAJAS CREEK, Facility Carried by Structure: COCHRAN 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft) 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 52C0116, Location: 0.2 MI E SEQUOIA AVE (Lat: 34.278889, Lng: -118.732639), Route carried "on" structure: City street N212, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 25,589 (year 2027), Features Intersected: TAPO CANYON CREEK, Facility Carried by Structure: COCHRAN 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), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.4m (63.6ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 52C0117, Location: 0.1 MI E SYCAMORE DR (Lat: 34.260972, Lng: -118.747194), Route carried "on" structure: City street N205, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,500 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 20,471 (year 2027), Design Load: HS 20, Features Intersected: RUNKLE CANYON DRAIN, Facility Carried by Structure: ROYAL AVENUE 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 19.4m (63.6ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 52C0118, Location: 0.4 MI W SEQUOIA AVE (Lat: 34.263889, Lng: -118.736306), Route carried "on" structure: City street N205, Year Built: 1968, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 16,500 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 20,608 (year 2029), Design Load: HS 20, Features Intersected: ARROYO SIMI, Facility Carried by Structure: ROYAL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C0119, Location: 0.4 MI W STEARNS ST (Lat: 34.286389, Lng: -118.697278), Route carried "on" structure: City street N209, Year Built: 1935, Year Reconstructed: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 15,353 (year 2027), Design Load: HS 20, Features Intersected: LAS LLAJAS CREEK, Facility Carried by Structure: ALAMO 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 52C012, Location: 0.4 MI W TAPO CANYON RD (Lat: 34.286528, Lng: -118.723722), Route carried "on" structure: City street N209, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 18,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 23,542 (year 2027), Design Load: HS 20, Features Intersected: TAPO CANYON CREEK, Facility Carried by Structure: ALAMO 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), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft) Condition: Channel: Excellent, Culverts: Very good, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 52C0123, Location: 0.6 MI S LOS ANGELES AVE (Lat: 34.265722, Lng: -118.747944), Route carried "on" structure: City street N214, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20, Features Intersected: ARROYO SIMI, Facility Carried by Structure: SYCAMORE DRIVE 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: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C0124, Location: 0.1 MI E ERRINGER RD (Lat: 34.256750, Lng: -118.761028), Route carried "on" structure: City street N213, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 9,212 (year 2027), Features Intersected: ERRINGER RD DRN CHAN, Facility Carried by Structure: FITZGERALD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 19.5m (64.0ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 52C0125, Location: 0.4 MI S LOS ANGELES AVE (Lat: 34.266500, Lng: -118.761278), Route carried "on" structure: City street N207, Year Built: 1966, Year Reconstructed: 1976, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 22,500 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 29,881 (year 2029), Design Load: HS 20, Features Intersected: ARROYO SIMI, Facility Carried by Structure: ERRINGER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 52C0148, Location: .1 MI S/O LOS ANGELES AV (Lat: 34.270528, Lng: -118.778972), Route carried "on" structure: City street N206, Year Built: 1971, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 22,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 32,973 (year 2029), Design Load: HS 20, Features Intersected: ARROYO SIMI, Facility Carried by Structure: 1ST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 52C015, Location: 0.3 MI S OF STATE RTE 118 (Lat: 34.280778, Lng: -118.796222), Route carried "on" structure: City street N202, Year Built: 1981, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 33,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 50,490 (year 2029), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, METROLINK, Facility Carried by Structure: MADERA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular California forum Back to: Simi Valley, CA, California, All US cities.
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