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


  • National Bridge Inventory (NBI) Statistics
  • 26Number of bridges
  • 548ft / 167mTotal length
  • 1,575,868Total average daily traffic
  • 82,151Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Encinitas
  • No street view available for this location

New bridges in Encinitas, CA - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 201960-1969
  • 21980-1989
  • 21990-1999
Reconstructed bridges in Encinitas, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
Average Bridge Daily Traffic in Encinitas, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Good
  • 6.7%Satisfactory
  • 60.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 80.0%Good
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 62.5%Very good
  • 12.5%Good
  • 25.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 57 0520L,  Location: 11-SD-052-0.19-SD (Lat: 32.838486,  Lng: -117.234706),  Route carried "on" structure: State highway 52,  Year Built: 1966,  Status: Open,  Structure Length: 53.74m (176.31ft),  Average Daily Traffic: 18,200 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,519 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: MTDB,BNSF,AMTRAK,I 5,CON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.190,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0529,  Location: 11-SD-005-R39.83-ENTS (Lat: 33.026231,  Lng: -117.275206),  Route carried "on" structure: County highway S341,  Year Built: 1964,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,023 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,395 (year 2040),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0531L,  Location: 11-SD-005-R40.60-ENTS (Lat: 33.036050,  Lng: -117.281336),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2040),  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: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0531R,  Location: 11-SD-005-R40.60-ENTS (Lat: 33.036050,  Lng: -117.281011),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2040),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0532,  Location: 11-SD-005-R41.18-ENTS (Lat: 33.043478,  Lng: -117.286158),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,851 (year 2040),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0533L,  Location: 11-SD-005-R41.51 (Lat: 33.048217,  Lng: -117.287200),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2040),  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: 14.8m (48.6ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0533R,  Location: 11-SD-005-R41.51-ENTS (Lat: 33.048200,  Lng: -117.286906),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,589 (year 2040),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0554,  Location: 11-SD-005-R42.71 (Lat: 33.064997,  Lng: -117.292675),  Route carried "on" structure: County highway S346,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 12,100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,613 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: LEUCADIA BLVD
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: 25.8m (84.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.3m (109.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0183,  Location: 0.3MI N/O SEA WORLD DR (Lat: 32.770628,  Lng: -117.207717),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,389 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,700 (year 2038),  Design Load: HS 20,  Features Intersected: TECOLOTE CREEK,  Facility Carried by Structure: E MISSION BAY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0189,  Location: AT OLIVENHAIN / LEUCADIA (Lat: 33.067289,  Lng: -117.262044),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 29,047 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,415 (year 2040),  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: 40.0m (131.2ft),  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: 40.0m (131.2ft),  Out-to-Out Width: 53.0m (173.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C027,  Location: 3.5 MI S/O ROUTE I-8 (Lat: 32.715381,  Lng: -116.499436),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 4,300 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,531 (year 2038),  Design Load: H 15,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: BUCKMAN SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0310L,  Location: 0.3MI N/O MISSION BAY DR (Lat: 32.768950,  Lng: -117.233914),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 36.18m (118.70ft),  Average Daily Traffic: 17,700 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,810 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MISSION BAY CHANNEL,  Facility Carried by Structure: INGRAHAM ST S/B
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: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0315,  Location: 15FT N/O LA ORILLA RD (Lat: 33.010925,  Lng: -117.239414),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,948 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,293 (year 2038),  Features Intersected: SAN ELIJO LAGOON TRIB,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
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Structure Number: 57C0316,  Location: 150FT E/O COAST HWY 101 (Lat: 33.082794,  Lng: -117.308264),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,781 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,087 (year 2040),  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: Fair,  Substructure: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0569,  Location: 1.36M E/O RANCHO SANTA FE (Lat: 33.059225,  Lng: -117.215922),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,446 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,193 (year 2040),  Features Intersected: COPPER 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0647,  Location: 0.2MI E/O MANCHESTER AVE (Lat: 33.033986,  Lng: -117.235461),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 17,159 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,343 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ESCONDIDO CREEK,  Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0811,  Location: 50FT W/O EL CAMINO REAL (Lat: 33.067397,  Lng: -117.262961),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 26,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,645 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ENCINITAS CREEK SOUTH BR,  Facility Carried by Structure: LEUCADIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 35.5m (116.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0529,  Location: 11-SD-005-R39.83-ENTS (Lat: 33.026231,  Lng: -117.275206),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 210,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: BIRMINGHAM DR
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 39.830,  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: 57 053,  Location: 11-SD-005-R40.12 (Lat: 33.029297,  Lng: -117.277250),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 210,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: MACKINNON AVE
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 40.120,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 57 0531L,  Location: 11-SD-005-R40.60-ENTS (Lat: 33.036050,  Lng: -117.281336),  Route carried "under" structure: County highway S343,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 24,700 (year 2020),  Truck Traffic: 2%,  Features Intersected: SANTA FE DR,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.66m (18.57ft),  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-R40.60-ENTS (Lat: 33.036050,  Lng: -117.281011),  Route carried "under" structure: County highway S343,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 24,700 (year 2020),  Truck Traffic: 2%,  Features Intersected: SANTA FE DR,  Facility Carried by Structure: RTE 5
Minimum Vertical Clearance: 5.08m (16.67ft),  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: 33.043478,  Lng: -117.286158),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 210,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: REQUEZA STREET
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 41.180,  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 0533L,  Location: 11-SD-005-R41.51 (Lat: 33.048217,  Lng: -117.287200),  Route carried "under" structure: County highway S159,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 34,100 (year 2020),  Truck Traffic: 2%,  Features Intersected: ENCINITAS BLVD,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 5.64m (18.50ft),  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: 57 0533R,  Location: 11-SD-005-R41.51-ENTS (Lat: 33.048200,  Lng: -117.286906),  Route carried "under" structure: County highway S159,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 34,100 (year 2020),  Truck Traffic: 2%,  Features Intersected: ENCINITAS BLVD,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  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: 57 0554,  Location: 11-SD-005-R42.71 (Lat: 33.064997,  Lng: -117.292675),  Route carried "under" structure: Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 222,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: LEUCADIA BLVD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 42.710,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: 57C0276,  Location: 175FT E/O COAST HWY 101 (Lat: 33.048617,  Lng: -117.293392),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,035 (year 2017),  Truck Traffic: 1%,  Features Intersected: ENCINITAS BLVD,  Facility Carried by Structure: MTDB, BNSF, AMTRAK
Minimum Vertical Clearance: 4.60m (15.09ft),  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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