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

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Structure Number: 57 0241,  Location: 11-SD-094-24.66 (Lat: 32.668497,  Lng: -116.824153),  Route carried "on" structure: State highway 94,  Year Built: 1947,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,800 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,820 (year 2041),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 240,084 (year 2040),  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: Good,  Substructure: Good,  Operating Rating: 52.5 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: 36.3 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 027,  Location: 11-SD-078-0.01-OCN (Lat: 33.177014,  Lng: -117.351292),  Route carried "on" structure: State highway 78,  Year Built: 1971,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 137,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 211,490 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 5.70m (18.70ft),  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: Fair,  Superstructure: 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: High priority of corrective action,  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 2021,  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 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,790 (year 2040),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,092 (year 2040),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 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: 36.6 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 244,926 (year 2041),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 262,795 (year 2041),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,768 (year 2041),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 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: Meets minimum limits,  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 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 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 240,084 (year 2040),  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: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 164,500 (year 2040),  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: Fair,  Channel: Very good,  Operating Rating: 43.4 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 164,500 (year 2040),  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: Fair,  Channel: Very good,  Operating Rating: 43.4 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,728 (year 2040),  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: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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,  Underclear: Meets minimum limits,  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 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 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,761 (year 2040),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 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 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,011 (year 2041),  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: Good,  Substructure: Good,  Operating Rating: 42.4 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: 27.5 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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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 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 247,297 (year 2040),  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: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 57C0133,  Location: 1.0MI S/O CARLSBAD VGE DR (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 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,350 (year 2040),  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: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0134,  Location: 0.5MI N/O CARLSBAD VLG RD (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: 20,713 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,173 (year 2038),  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: 11.1m (36.4ft),  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: 11.1m (36.4ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0135,  Location: 0.3MI S/O 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 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,173 (year 2038),  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: 2,  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: 12.6m (41.3ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: December 2020,  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/O 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 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,779 (year 2041),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.2 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: 36.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0176,  Location: 0.25MI W/O 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 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,668 (year 2038),  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: 49.9 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: 35.3 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0177,  Location: 50FT S/O RTE 78 OFFRAMP (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 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,337 (year 2038),  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: 8,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.1 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: 30.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0178,  Location: 50FT N/O 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 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 367 (year 2038),  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: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0179,  Location: 0.35MI E/O EL CAMINO REAL (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 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,054 (year 2038),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0191,  Location: 80FT S/O CANNON RD (Lat: 33.149231,  Lng: -117.297214),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 32,597 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,431 (year 2038),  Design Load: HS 20+Mod,  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: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  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: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  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 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,716 (year 2038),  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: Fair,  Substructure: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0214R,  Location: 0.6MI S/O PALOMAR AIRPORT (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 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,033 (year 2038),  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: Satisfactory,  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 48 months,  Inspection Date: August 2021

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Structure Number: 57C0215,  Location: 0.35MI 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: 7,615 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,653 (year 2039),  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: 40.5 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0238,  Location: 0.1 MI S/O SR 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 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,335 (year 2039),  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,  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: 38.2 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0307,  Location: 0.5 MI N/O 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: 22,760 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,467 (year 2039),  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: 21.3m (69.9ft),  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: 21.3m (69.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $423,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0429,  Location: 180FT 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: 34,950 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,445 (year 2039),  Features Intersected: ENCINITAS CREEK,  Facility Carried by Structure: LA COSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 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: 3.0m (9.8ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 36.9m (121.1ft)

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: 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: August 2021

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Structure Number: 57C0598,  Location: 0.35 MI W/O 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: 4,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,239 (year 2039),  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: 1.5m (4.9ft),  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: 30.1 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: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C066,  Location: 175 FT S/O 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 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,732 (year 2043),  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 continuous,  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: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 57C0667L,  Location: 0.4 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 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,213 (year 2039),  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: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0667R,  Location: 0.4 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 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,203 (year 2039),  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: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C075,  Location: 1.4MI E/O STEELE CYN RD (Lat: 32.736814,  Lng: -116.893114),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,917 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,308 (year 2038),  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)

Condition: Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 57C076,  Location: 425FT N/O CAMINO DELNORTE (Lat: 33.017844,  Lng: -117.110378),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 286 (year 2040),  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: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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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: 11,075 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,700 (year 2039),  Design Load: HS 20,  Features Intersected: AGUA HEDIONDA CHANNEL,  Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Fair,  Substructure: Good,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0763L,  Location: 1.25 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 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,570 (year 2039),  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: 9.7m (31.8ft),  Out-to-Out Width: 12.1m (39.7ft)

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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0763R,  Location: 1.25 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 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,570 (year 2039),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0764,  Location: 250 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 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,629 (year 2039),  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: Poor,  Superstructure: Poor,  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: Meets minimum limits,  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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $680,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,142,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place