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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 19
Total length: 113 meters (371ft)
Total costs: $858,000
Total average daily traffic: 1,160,854
Total average daily truck traffic: 66,191
National Bridge Inventory (NBI) Registered Bridges for Encinitas
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New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 17
  • 1970-1979: 0
  • 1980-1989: 1

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

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Structure Number: 57 0458L,  Location: 11-SD-005-R38.49-ENTS (Lat: 33.010117,  Lng: -117.264561),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 115,500 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 141,681 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SAN ELIJO LAGOON, STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.490,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.39m (34.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 11,  Underwater Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0458R,  Location: 11-SD-005-R38.49-ENTS (Lat: 33.010242,  Lng: -117.264281),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 115,500 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 141,681 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SAN ELIJO LAGOON, STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.490,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 11,  Underwater Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0529,  Location: 11-SD-005-R39.83-ENTS (Lat: 33.026600,  Lng: -117.274933),  Route carried "on" structure: County highway S341,  Year Built: 1964,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,023 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,395 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: BIRMINGHAM 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: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0531L,  Location: 11-SD-005-R40.6-ENTS (Lat: 33.036167,  Lng: -117.281867),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 105,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2029),  Design Load: HS 20,  Features Intersected: SANTA FE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.600,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0531R,  Location: 11-SD-005-R40.6-ENTS (Lat: 33.036217,  Lng: -117.281167),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 105,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2029),  Design Load: HS 20,  Features Intersected: SANTA FE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.600,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0532,  Location: 11-SD-005-R41.18-ENTS (Lat: 33.043467,  Lng: -117.285617),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 10,500 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,851 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: REQUEZA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0533R,  Location: 11-SD-005-R41.51-ENTS (Lat: 33.048361,  Lng: -117.287056),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 105,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2029),  Design Load: HS 20,  Features Intersected: ENCINITAS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.510,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57C0189,  Location: OLIVENHAIN RD INTERSECTN (Lat: 33.067483,  Lng: -117.262153),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 29,047 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,668 (year 2029),  Design Load: HS 20,  Features Intersected: ENCINITAS CREEK,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.2m (105.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $511,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $858,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C021,  Location: 1.8 MI N LOMAS SNTA FE DR (Lat: 33.016056,  Lng: -117.280958),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 19,601 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,641 (year 2029),  Design Load: H 20,  Features Intersected: SAN ELIJO LAGOON,  Facility Carried by Structure: CAMINO DEL MAR
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: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0316,  Location: 0.1 MI E CARLSBAD BLVD (Lat: 33.082944,  Lng: -117.308083),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,434 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,763 (year 2029),  Design Load: H 15,  Features Intersected: NCTD, BNSF RY, & AMTRAK,  Facility Carried by Structure: LA COSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.8 metric tons,  Inventory Rating: 19.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0569,  Location: 1.5 MI E RANCHO SANTA F R (Lat: 33.059306,  Lng: -117.215972),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,245 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 629 (year 2029),  Features Intersected: ESCONDIDO CREEK,  Facility Carried by Structure: LONE JACK RD
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57 0458L,  Location: 11-SD-005-R38.49-ENTS (Lat: 33.010117,  Lng: -117.264561),  Route carried "under" structure: County highway SO339,  Year Built: 1963,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 5,896 (year 2010),  Truck Traffic: 2%,  Features Intersected: SAN ELIJO LAGOON, STREET,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 57 0458R,  Location: 11-SD-005-R38.49-ENTS (Lat: 33.010242,  Lng: -117.264281),  Route carried "under" structure: County highway S0339,  Year Built: 1963,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 5,896 (year 2010),  Truck Traffic: 2%,  Features Intersected: SAN ELIJO LAGOON, STREET,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 57 0529,  Location: 11-SD-005-R39.83-ENTS (Lat: 33.026600,  Lng: -117.274933),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 210,000 (year 2005),  Truck Traffic: 6%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: BIRMINGHAM DR
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 3.983,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 57 0531L,  Location: 11-SD-005-R40.6-ENTS (Lat: 33.036167,  Lng: -117.281867),  Route carried "under" structure: County highway S343,  Year Built: 1964,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 24,700 (year 2005),  Truck Traffic: 2%,  Features Intersected: SANTA FE DR,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 57 0531R,  Location: 11-SD-005-R40.6-ENTS (Lat: 33.036217,  Lng: -117.281167),  Route carried "under" structure: County highway S343,  Year Built: 1964,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 24,700 (year 2005),  Truck Traffic: 2%,  Features Intersected: SANTA FE DR,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 57 0532,  Location: 11-SD-005-R41.18-ENTS (Lat: 33.043467,  Lng: -117.285617),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 210,000 (year 2005),  Truck Traffic: 6%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: REQUEZA STREET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.118,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 57 0533R,  Location: 11-SD-005-R41.51-ENTS (Lat: 33.048361,  Lng: -117.287056),  Route carried "under" structure: County highway S159,  Year Built: 1964,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 34,100 (year 2005),  Truck Traffic: 2%,  Features Intersected: ENCINITAS BLVD,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 57C0276,  Location: 200' E CARLSBAD BLVD (Lat: 33.048819,  Lng: -117.293458),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 16,712 (year 2010),  Truck Traffic: 1%,  Features Intersected: ENCINITAS BLVD,  Facility Carried by Structure: MTDB, BNSF, AMTRAK
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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