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Bridge Statistics for Camarillo, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 54Number of bridges
  • 784ft / 239mTotal length
  • $22,644,000Total costs
  • 2,313,575Total average daily traffic
  • 167,184Total average daily truck traffic
  • 2,122,115Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Camarillo
  • No street view available for this location

New bridges in Camarillo, CA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11920-1929
  • 21940-1949
  • 81950-1959
  • 51960-1969
  • 111970-1979
  • 101980-1989
  • 61990-1999
  • 62000-2009
  • 42010-2018
Reconstructed bridges in Camarillo, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11930-1939
  • 01940-1949
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 51980-1989
  • 11990-1999
Average Bridge Daily Traffic in Camarillo, CA
Average Bridge Truck Traffic in Camarillo, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 77.4%Good
  • 19.4%Fair
  • 3.2%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 3.2%Very good
  • 87.1%Good
  • 9.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.5%Very good
  • 87.1%Good
  • 3.2%Fair
  • 3.2%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 36.1%Excellent
  • 44.4%Very good
  • 8.3%Good
  • 2.8%Satisfactory
  • 8.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 6.7%Very good
  • 60.0%Good
  • 33.3%Satisfactory
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Structure Number: 52 0003,  Location: 07-VEN-001-28.15 (Lat: 34.348556,  Lng: -119.422167),  Route carried "on" structure: State highway 1,  Year Built: 1927,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,255 (year 2036),  Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.815,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0008,  Location: 07-VEN-101-11.44-CMRL (Lat: 34.209025,  Lng: -118.993633),  Route carried "on" structure: US 101,  Year Built: 1987,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,099 (year 2035),  Design Load: HS 20,  Features Intersected: ARROYO CONEJO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.144,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 366.0m (1,200.8ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0009,  Location: 07-VEN-101-12.76-CMRL (Lat: 34.215894,  Lng: -119.014833),  Route carried "on" structure: US 101,  Year Built: 1987,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,099 (year 2035),  Design Load: HS 20,  Features Intersected: ARROYO CALLEGUAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.276,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 311.0m (1,020.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0016,  Location: 07-VEN-101-13.75-CMRL (Lat: 34.216619,  Lng: -119.032378),  Route carried "on" structure: US 101,  Year Built: 1953,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 127,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 206,862 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR,AMTRAK,SCRRA,SR 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.375,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 526.0m (1,725.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 52.6m (172.6ft),  Out-to-Out Width: 53.7m (176.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0016,  Location: 07-VEN-101-13.75-CMRL (Lat: 34.216619,  Lng: -119.032378),  Route carried "under" structure: State highway 34,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 13,900 (year 2010),  Truck Traffic: 5%,  Features Intersected: UP RR,AMTRAK,SCRRA,SR 34,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 0.66m (2.17ft),  Kilometerpoint: 0.137,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 52 005,  Location: 07-VEN-118-7.32 (Lat: 34.263639,  Lng: -119.057636),  Route carried "on" structure: State highway 118,  Year Built: 1911,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 11,900 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 21,058 (year 2035),  Design Load: HS 20,  Features Intersected: HONDO BARRANCA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0051,  Location: 07-VEN-118-12.98 (Lat: 34.268189,  Lng: -118.959378),  Route carried "on" structure: State highway 118,  Year Built: 1966,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 17,500 (year 2010),  Average Future Daily Traffic: 19,478 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LONG CANYON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.298,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Very good,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0191R,  Location: 07-VEN-033-1.57 (Lat: 34.300728,  Lng: -119.301492),  Route carried "on" structure: State highway 33,  Year Built: 1956,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 21,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,564 (year 2037),  Design Load: HS 20,  Features Intersected: STANLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.157,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $588,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52 0198M,  Location: 07-VEN-101-18.01-CMRL (Lat: 34.222136,  Lng: -119.106567),  Route carried "on" structure: US 101,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 131,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,015 (year 2036),  Design Load: HS 20,  Features Intersected: WOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.801,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: April 2016
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Structure Number: 52 0203,  Location: 07-VEN-101-10.74-CMRL (Lat: 34.205322,  Lng: -118.983264),  Route carried "on" structure: US 101,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 168,679 (year 2035),  Design Load: HS 20,  Features Intersected: CAMARILLO SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.074,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 415.0m (1,361.5ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 48 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0203,  Location: 07-VEN-101-10.74-CMRL (Lat: 34.205322,  Lng: -118.983264),  Route carried "under" structure: City street N098,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2009),  Truck Traffic: 2%,  Features Intersected: CAMARILLO SPRINGS RD,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 52 0204,  Location: 07-VEN-101-12.30-CMRL (Lat: 34.213403,  Lng: -119.007717),  Route carried "on" structure: City street N018,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 36,545 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,784 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: PLEASANT VALLEY RD
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: 271.0m (889.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0204,  Location: 07-VEN-101-12.30-CMRL (Lat: 34.213403,  Lng: -119.007717),  Route carried "under" structure: US 101,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.123,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 52 0246,  Location: 07-VEN-101-15.89-CMRL (Lat: 34.218814,  Lng: -119.069672),  Route carried "on" structure: City street N020,  Year Built: 1975,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 20,520 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,809 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0246,  Location: 07-VEN-101-15.89-CMRL (Lat: 34.218814,  Lng: -119.069672),  Route carried "under" structure: US 101,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 131,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.589,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 52 027,  Location: 07-VEN-101-17.75-CMRL (Lat: 34.221550,  Lng: -119.101864),  Route carried "under" structure: US 101,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 131,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.775,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 52 0348,  Location: 07-VEN-034-R13.27-CMRL (Lat: 34.213664,  Lng: -119.036144),  Route carried "on" structure: State highway 34,  Year Built: 1972,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 12,700 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,869 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR, AMTRAK, METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.327,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 037,  Location: 07-VEN-101-15.69-CMRL (Lat: 34.218997,  Lng: -119.066406),  Route carried "on" structure: US 101,  Year Built: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 131,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 178,231 (year 2035),  Design Load: HS 20,  Features Intersected: CAMARILLO HILLS DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.569,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 3.2m (10.5ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.2m (10.5ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2016
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Structure Number: 52 0413,  Location: 07-VEN-101-10.21-CMRL (Lat: 34.201125,  Lng: -118.968583),  Route carried "on" structure: US 101,  Year Built: 1987,  Status: Open,  Structure Length: 47.06m (154.40ft),  Average Daily Traffic: 134,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 168,679 (year 2035),  Design Load: HS 20,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.021,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 147.0m (482.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 470.60m (1543.96ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $9,929,000,  Roadway Improvement Cost: $1,985,000,  Total Project Cost: $16,680,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0414,  Location: 07-VEN-101-10.56-CMRL (Lat: 34.200956,  Lng: -118.975814),  Route carried "on" structure: US 101,  Year Built: 1987,  Status: Open,  Structure Length: 28.96m (95.01ft),  Average Daily Traffic: 134,000 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 168,679 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.056,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 0.3m (1.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 0.3m (1.0ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 289.60m (950.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $1,042,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $1,750,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0421L,  Location: 07-VEN-001-10.00 (Lat: 34.113381,  Lng: -119.082672),  Route carried "on" structure: State highway 1,  Year Built: 1985,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 11,350 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,910 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: REVOLON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0428,  Location: 07-VEN-101-14.80-CMRL (Lat: 34.217403,  Lng: -119.050292),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 15,820 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,747 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 101,  Facility Carried by Structure: CARMEN DR OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 223.0m (731.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 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: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0428,  Location: 07-VEN-101-14.80-CMRL (Lat: 34.217403,  Lng: -119.050292),  Route carried "under" structure: US 101,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 130,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: ROUTE 101,  Facility Carried by Structure: CARMEN DR OC
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.148,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 52 044,  Location: 07-VEN-033-18.67 (Lat: 34.505611,  Lng: -119.277825),  Route carried "on" structure: State highway 33,  Year Built: 2000,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,781 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK MATILIJA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0447,  Location: 07-VEN-101-14.13-CMRL (Lat: 34.217081,  Lng: -119.038933),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,904 (year 2035),  Design Load: HS 20,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: ARNEILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52 0447,  Location: 07-VEN-101-14.13-CMRL (Lat: 34.217081,  Lng: -119.038933),  Route carried "under" structure: US 101,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 130,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: US HIGHWAY 101,  Facility Carried by Structure: ARNEILL ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 1.413,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 52 045,  Location: 07-VEN-033-18.84 (Lat: 34.507425,  Lng: -119.275892),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 700 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,184 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: N FORK MATILIJA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.884,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0455,  Location: 07-VEN-101-16.79-CMRL (Lat: 34.220106,  Lng: -119.085289),  Route carried "on" structure: ServiceCity street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 145,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 00101,  Facility Carried by Structure: SPRINGVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.679,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 96.0m (315.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52 0455,  Location: 07-VEN-101-16.79-CMRL (Lat: 34.220106,  Lng: -119.085289),  Route carried "under" structure: US 101,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: US HIGHWAY 00101,  Facility Carried by Structure: SPRINGVILLE DRIVE
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 1.679,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 52C0074,  Location: 1.9 MI E OF RICE AVE (Lat: 34.201656,  Lng: -119.110067),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,500 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,416 (year 2036),  Design Load: HS 20,  Features Intersected: REVOLON SLOUGH,  Facility Carried by Structure: STURGIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52C0082,  Location: 0.4 MI E TAPO ST (Lat: 34.271653,  Lng: -118.701089),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 23,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,282 (year 2038),  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,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  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: 27.5m (90.2ft),  Out-to-Out Width: 74.1m (243.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: January 2017
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Structure Number: 52C0086,  Location: 0.2 MI S OF US 101 (Lat: 34.216100,  Lng: -119.068658),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 27,000 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,457 (year 2038),  Design Load: HS 20,  Features Intersected: CAMARILLO HILLS DRAIN,  Facility Carried by Structure: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 204.0m (669.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.3m (1.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.90m (48.88ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2017
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Structure Number: 52C0092,  Location: 0.1 MI S/O LEWIS RD. (Lat: 34.179372,  Lng: -119.044461),  Route carried "on" structure: County highway ,  Year Built: 1942,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 6,700 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,299 (year 2038),  Design Load: H 15,  Features Intersected: CALLEGUAS CREEK,  Facility Carried by Structure: OLD LEWIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 77.10m (252.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $667,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,120,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52C0099,  Location: 0.7 MI N/W OF US-101 (Lat: 34.230031,  Lng: -119.112347),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 12,900 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,040 (year 2036),  Features Intersected: BEARDSLEY WASH,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52C0114,  Location: 0.1 MI S PONDEROSA DR (Lat: 34.223328,  Lng: -119.061328),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,190 (year 2038),  Features Intersected: CAMARILLO HILLS DRAIN,  Facility Carried by Structure: ROSEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52C0146,  Location: 0.2 MI W OF WOOD ROAD (Lat: 34.176228,  Lng: -119.099947),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,500 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,868 (year 2038),  Features Intersected: REVOLON SLOUGH,  Facility Carried by Structure: LAGUNA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 68.0m (223.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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Structure Number: 52C0147,  Location: 0.45 MI S OF LAGUNA RD. (Lat: 34.170225,  Lng: -119.096344),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 2,100 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,550 (year 2038),  Features Intersected: REVOLON SLOUGH,  Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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Structure Number: 52C018,  Location: 0.30 MI S OF STE RTE 118 (Lat: 34.259475,  Lng: -119.060617),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,500 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,880 (year 2038),  Features Intersected: BEARDSLEY WASH,  Facility Carried by Structure: CENTER SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.5m (1.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016
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Structure Number: 52C0182,  Location: 0.2 MI W DONLON RD (Lat: 34.280161,  Lng: -118.993897),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 600 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,045 (year 2038),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: E KINGSGROVE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2017
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Structure Number: 52C0222,  Location: 0.5 MI E LEWIS RD (Lat: 34.224850,  Lng: -119.014819),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,972 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CALLEGUAS CREEK,  Facility Carried by Structure: ADOLFO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 241.0m (790.7ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0266,  Location: 0.3 MI E. LEWIS RD (Lat: 34.239469,  Lng: -119.007569),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,870 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CALLEGUAS CREEK,  Facility Carried by Structure: UPLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C027,  Location: 1.5 MI E OF PLSNT VLLY RD (Lat: 34.205664,  Lng: -118.998203),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,357 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CONEJO CREEK,  Facility Carried by Structure: RIDGEVIEW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $778,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $1,307,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0275,  Location: AT LEWIS RD & POTRERO RD (Lat: 34.164519,  Lng: -119.062331),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 13.25m (43.47ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,612 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CALLEGUAS CREEK,  Facility Carried by Structure: HUENEME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.5m (175.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0279,  Location: 0.5 MI W ADOLFO RD (Lat: 34.216247,  Lng: -119.015750),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,075 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CALLEGUAS CREEK,  Facility Carried by Structure: MISSION OAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 187.0m (613.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52C0284,  Location: 1 MI SW O RTE 101 (Lat: 34.205289,  Lng: -119.017900),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 17,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,504 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CALLEGUAS CREEK,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 228.0m (748.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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