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


  • National Bridge Inventory (NBI) Statistics
  • 59Number of bridges
  • 318m1,043ftTotal length
  • $8,961,000Total costs
  • 3,416,286Total average daily traffic
  • 186,974Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Carlsbad
  • No street view available for this location

New bridges - Historical Statistics

  • 11910-1919
  • 11920-1929
  • 11940-1949
  • 61950-1959
  • 141960-1969
  • 181970-1979
  • 21980-1989
  • 51990-1999
  • 102000-2009
  • 12010-2015

Reconstructed bridges - Historical Statistics

  • 11920-1929
  • 11930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 21970-1979
  • 21980-1989
  • 21990-1999

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 57 0241,  Location: 11-SD-094-24.66 (Lat: 32.668706,  Lng: -116.824422),  Route carried "on" structure: State highway 94,  Year Built: 1947,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 6,400 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,456 (year 2032),  Design Load: HS 20,  Features Intersected: DULZURA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.660,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 15,  Bridge Improvement Cost: $535,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $898,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0249,  Location: 11-SD-005-R47.98-CBD (Lat: 33.134514,  Lng: -117.329106),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 222,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 240,084 (year 2030),  Design Load: HS 20,  Features Intersected: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.980,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 47.4m (155.5ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Bridge Improvement Cost: $1,732,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $2,909,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 027,  Location: 11-SD-078-0.01-OCN (Lat: 33.176617,  Lng: -117.351542),  Route carried "on" structure: State highway 78,  Year Built: 1971,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 137,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 208,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.010,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.14m (26.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0271,  Location: 11-SD-005-R50.86-CBD (Lat: 33.172336,  Lng: -117.348483),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 10,300 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,790 (year 2030),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0272,  Location: 11-SD-005-R50.68-CBD (Lat: 33.170611,  Lng: -117.346881),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,080 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,092 (year 2030),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: LAS FLORES DR
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0274,  Location: 11-SD-005-R50.11-CBD (Lat: 33.163253,  Lng: -117.341978),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 203,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 240,084 (year 2030),  Design Load: HS 20,  Features Intersected: CARLSBAD VILLAGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.110,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 47.4m (155.5ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0275,  Location: 11-SD-005-R49.73-CBD (Lat: 33.158169,  Lng: -117.339400),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 203,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 257,600 (year 2030),  Design Load: HS 20,  Features Intersected: CHESTNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.730,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 47.4m (155.5ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0276,  Location: 11-SD-005-R49.28-CBD (Lat: 33.151919,  Lng: -117.336694),  Route carried "on" structure: City street S350,  Year Built: 1971,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 9,470 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,456 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: TAMARACK AVENUE
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: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0277,  Location: 11-SD-005-R50.94-CBD (Lat: 33.173928,  Lng: -117.348597),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 203,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 240,084 (year 2030),  Design Load: H 20,  Features Intersected: BUENA VISTA LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.940,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 54.8m (179.8ft),  Out-to-Out Width: 55.7m (182.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57 0459L,  Location: 11-SD-005-R44.56-CBD (Lat: 33.090458,  Lng: -117.302172),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 98,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 164,500 (year 2030),  Design Load: HS 20,  Features Intersected: BATIQUITOS LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.560,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 13,  Underwater Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0459R,  Location: 11-SD-005-R44.56-CBD (Lat: 33.090569,  Lng: -117.301933),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 98,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 164,500 (year 2030),  Design Load: HS 20,  Features Intersected: BATIQUITOS LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.560,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.7 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 13,  Underwater Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0555,  Location: 11-SD-005-R45.57-CBD (Lat: 33.103231,  Lng: -117.310831),  Route carried "on" structure: County highway S348,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 5,100 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,728 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: POINSETTIA LANE
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: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0556,  Location: 11-SD-005-R47.03-CBD (Lat: 33.121975,  Lng: -117.322442),  Route carried "on" structure: City street S150,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 52,964 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,761 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PALOMAR AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0672,  Location: 11-SD-005-R49.12-CBD (Lat: 33.149936,  Lng: -117.335597),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 8,400 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,714 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: CHINQUAPIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0687,  Location: 11-SD-005-R46.60-CBD (Lat: 33.116606,  Lng: -117.318472),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 222,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 247,297 (year 2030),  Features Intersected: LAS ENCINAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.600,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13
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Structure Number: 57C0133,  Location: 1 MI N CANNON RD FAU S349 (Lat: 33.145303,  Lng: -117.343306),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 22,623 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,335 (year 2030),  Features Intersected: AQUA HEDIONDA LAGOON,  Facility Carried by Structure: CARLSBAD BLVD
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: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.0m (196.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0134,  Location: 0.6 MI NW ELM AVE (Lat: 33.163856,  Lng: -117.354317),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 13,130 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,173 (year 2030),  Design Load: H 15,  Features Intersected: MTDB, BNSF RY, AMTRAK,  Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0135,  Location: 0.3 MI S VISTA WAY (Lat: 33.168172,  Lng: -117.356169),  Route carried "on" structure: City street ,  Year Built: 1914,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19,173 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,173 (year 2030),  Design Load: H 15,  Features Intersected: BUENA VISTA CREEK,  Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Excellent,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 13,  Underwater Inspection Date: June 14,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $265,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0171,  Location: 0.8 MI N OF GARNET AVE (Lat: 32.817086,  Lng: -117.223214),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 2,465 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,715 (year 2030),  Design Load: HS 20,  Features Intersected: ROSE CANYON CREEK,  Facility Carried by Structure: SANTA FE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  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: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $771,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $1,295,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0176,  Location: 0.25 MI W OF ROUTE 1-5 (Lat: 33.122661,  Lng: -117.326367),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 10,933 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,668 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: NCTD, BNSF RY & AMTRAK,  Facility Carried by Structure: PALOMAR AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  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: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0177,  Location: 0.1 MI S OF RTE 78 (Lat: 33.180561,  Lng: -117.326683),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 40,522 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,337 (year 2030),  Design Load: HS 20,  Features Intersected: BUENA VISTA CREEK,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0178,  Location: 100' N HAYMAR DR (Lat: 33.180417,  Lng: -117.328781),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 319 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 367 (year 2030),  Design Load: HS 20,  Features Intersected: BUENA VISTA CREEK,  Facility Carried by Structure: S VISTA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 37.3 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0179,  Location: 0.35 MI E OF EL CAMINO RE (Lat: 33.181264,  Lng: -117.321475),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 608 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,054 (year 2037),  Design Load: HS 20,  Features Intersected: BUENA VISTA CREEK,  Facility Carried by Structure: HAYMAR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 34.3 metric tons,  Inventory Rating: 26.2 metric tons,  Structural Evaluation: Equal to present minimum 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 24 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0191,  Location: 3.1 MI S ROUTE 78 (Lat: 33.149231,  Lng: -117.297214),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 32,597 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,431 (year 2030),  Design Load: HS 20,  Features Intersected: AGUA HEDIONDA CREEK,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $1,155,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $1,940,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0212,  Location: 0.1MI N/O AVENIDA ENCINAS (Lat: 33.093483,  Lng: -117.314411),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 8,146 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,716 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: CARLSBAD BLVD N/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0214R,  Location: 0.6 MI S PALOMAR ARPRT RD (Lat: 33.115900,  Lng: -117.324022),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,033 (year 2035),  Features Intersected: LAS ENCINAS CREEK,  Facility Carried by Structure: CARLSBAD BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  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 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0215,  Location: 0.5 M W/O ROUTE 5 (Lat: 33.123500,  Lng: -117.327675),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 7,515 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,477 (year 2030),  Design Load: HS 20,  Features Intersected: CARLSBAD BLVD,  Facility Carried by Structure: PALOMAR AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 13,  Bridge Improvement Cost: $985,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $1,654,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0238,  Location: 0.15 MI S OF RT 78 (Lat: 33.178989,  Lng: -117.340444),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 19,833 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,335 (year 2030),  Design Load: HS 20,  Features Intersected: BUENA VISTA CREEK,  Facility Carried by Structure: JEFFERSON ST
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 continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.6 metric tons,  Inventory Rating: 38.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0307,  Location: 0.5 MI N CANNON RD (Lat: 33.138642,  Lng: -117.338886),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 22,623 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,467 (year 2035),  Features Intersected: ENCINA DISCHARGE CH,  Facility Carried by Structure: CARLSBAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Excellent,  Culverts: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0429,  Location: 300' W/O EL CAMINO REAL (Lat: 33.085144,  Lng: -117.269478),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 34,800 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,445 (year 2029),  Design Load: HS 20,  Features Intersected: ENCINITAS CREEK,  Facility Carried by Structure: LA COSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  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: 2.7m (8.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0598,  Location: 0.35 MI W ROUTE I-5 (Lat: 33.102125,  Lng: -117.316356),  Route carried "on" structure: City street ,  Year Built: 1983,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 4,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,239 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NCTD, BNSF RY, & AMTRAK,  Facility Carried by Structure: POINSETTIA LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  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: August 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C066,  Location: 0.1 MI S OF J ST (Lat: 32.621206,  Lng: -117.094322),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,800 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,678 (year 2037),  Design Load: HS 20,  Features Intersected: CENTRAL DRAINAGE,  Facility Carried by Structure: BAY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 15
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Structure Number: 57C0667L,  Location: 0.5 mi N/O La Costa Ave (Lat: 33.087078,  Lng: -117.312456),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 8,962 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,213 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: CARLSBAD BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0667R,  Location: 0.5 mile N/O La Costa Ave (Lat: 33.087192,  Lng: -117.312039),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 8,603 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,203 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: CARLSBAD BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C075,  Location: 1.4M E/O STEEELE CANY. DR (Lat: 32.736744,  Lng: -116.893097),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,917 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,237 (year 2032),  Features Intersected: MEXICAN CANYON CREEK,  Facility Carried by Structure: JAMUL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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: May 13
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Structure Number: 57C076,  Location: 0.1M N/O CAMINO DEL NORTE (Lat: 33.017844,  Lng: -117.110378),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 200 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 286 (year 2036),  Features Intersected: SAN DIEGUITO RV. TRIB.,  Facility Carried by Structure: DOVE CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Channel: Excellent,  Culverts: Fair,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: Febuary 14
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Structure Number: 57C0762,  Location: 100 FT S/O EL CAMINO REAL (Lat: 33.148667,  Lng: -117.297839),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 11,775 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,270 (year 2035),  Design Load: HS 20,  Features Intersected: AGUA HEDIONDA CHANNEL,  Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0763L,  Location: 1.3 M E/O I-5 (Lat: 33.137522,  Lng: -117.309300),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 13.85m (45.44ft),  Average Daily Traffic: 9,354 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,570 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: MACARIO CANYON,  Facility Carried by Structure: CANNON ROAD W/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0763R,  Location: 1.3 M E/O I-5 (Lat: 33.137397,  Lng: -117.309197),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 13.85m (45.44ft),  Average Daily Traffic: 9,497 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,570 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: MACARIO CANYON,  Facility Carried by Structure: CANNON ROAD E/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0764,  Location: 200 FT W/O EL CAMINO REAL (Lat: 33.077997,  Lng: -117.266936),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,986 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,629 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ENCINITAS CREEK,  Facility Carried by Structure: LEVANTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0765,  Location: 200 FT W/O EL CAMINO REAL (Lat: 33.072894,  Lng: -117.264139),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 12,616 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 642 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ENCINITAS CREEK,  Facility Carried by Structure: CALLE BARCELONA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0767,  Location: 0.1 M E/O CARLSBAD BLVD (Lat: 33.092358,  Lng: -117.311892),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 3,429 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,500 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NCTD, BNSF RY, & AMTRAK,  Facility Carried by Structure: AVENIDA ENCINAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  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: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0768L,  Location: 0.2 M S/O MELROSE DR (Lat: 33.103386,  Lng: -117.223933),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 14,738 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,245 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: RANCHO SANTA FE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0768R,  Location: 0.2 M S/O MELROSE DR (Lat: 33.103317,  Lng: -117.223583),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 14,101 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,245 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: RANCHO SANTA FE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0769,  Location: 0.3 MI S/O OLIVENHAIN RD (Lat: 33.065728,  Lng: -117.244594),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 16,929 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 801 (year 2035),  Features Intersected: ENCINITAS CREEK,  Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 13
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