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

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Structure Number: 57 0001L,  Location: 11-SD-005-R71.94-OCN (Lat: 33.391089,  Lng: -117.589981),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 66,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 104,057 (year 2041),  Design Load: HS 20,  Features Intersected: SAN MATEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.940,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 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: 31.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.42m (50.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0001R,  Location: 11-SD-005-R71.94-OCN (Lat: 33.391378,  Lng: -117.589839),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 66,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 104,057 (year 2041),  Design Load: HS 20,  Features Intersected: SAN MATEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.940,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 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: 31.8 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0002L,  Location: 11-SD-005-R70.97-OCN (Lat: 33.382933,  Lng: -117.576778),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,507 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SAN ONOFRE CR,BEACH CLUB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.970,  Lanes on structure: 4,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 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: 42.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0002R,  Location: 11-SD-005-R70.97-OCN (Lat: 33.383147,  Lng: -117.576572),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,507 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SAN ONOFRE CR,BEACH CLUB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.970,  Lanes on structure: 4,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 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: 42.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0005L,  Location: 11-SD-005-R61.43-OCN (Lat: 33.291719,  Lng: -117.457164),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 66,000 (year 2020),  Average Future Daily Traffic: 102,527 (year 2041),  Design Load: HS 20,  Features Intersected: LAS FLORES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.430,  Lanes on structure: 4,  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: 32.3m (106.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.0 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: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0005R,  Location: 11-SD-005-R61.43-OCN (Lat: 33.291803,  Lng: -117.456850),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 66,000 (year 2020),  Average Future Daily Traffic: 102,527 (year 2041),  Design Load: HS 20,  Features Intersected: LAS FLORES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.430,  Lanes on structure: 4,  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: 32.3m (106.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0006L,  Location: 11-SD-005-R59.62-OCN (Lat: 33.270186,  Lng: -117.439394),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 66,000 (year 2020),  Average Future Daily Traffic: 102,527 (year 2041),  Design Load: HS 20,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.620,  Lanes on structure: 4,  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: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 38.6 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: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0006R,  Location: 11-SD-005-R59.62-OCN (Lat: 33.270356,  Lng: -117.439106),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 66,000 (year 2020),  Average Future Daily Traffic: 102,527 (year 2041),  Design Load: HS 20,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.620,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 42.8 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: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0007L,  Location: 11-SD-005-R56.43L-OCN (Lat: 33.234908,  Lng: -117.406053),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 70,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 120,205 (year 2041),  Design Load: HS 20,  Features Intersected: SANTA MARGARITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.430,  Lanes on structure: 4,  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: 61.0m (200.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0007R,  Location: 11-SD-005-R56.43R-OCN (Lat: 33.235275,  Lng: -117.404642),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 132,000 (year 2020),  Average Future Daily Traffic: 205,054 (year 2041),  Design Load: HS 20,  Features Intersected: SANTA MARGARITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.430,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  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: 61.0m (200.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0125,  Location: 11-SD-005-R52.18-OCN (Lat: 33.188756,  Lng: -117.360622),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 203,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 257,600 (year 2040),  Design Load: H 20,  Features Intersected: LOMA ALTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.180,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 51.4m (168.6ft),  Out-to-Out Width: 52.1m (170.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0235R,  Location: 11-SD-005-R54.39-OCN (Lat: 33.210683,  Lng: -117.387047),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 78,000 (year 2020),  Average Future Daily Traffic: 115,500 (year 2040),  Design Load: HS 20,  Features Intersected: CAMP PENDLETON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.390,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 44.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 026,  Location: 11-SD-005-3.40-SD (Lat: 32.568461,  Lng: -117.076842),  Route carried "on" structure: City street S356,  Year Built: 1973,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 14,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,993 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: IRIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 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: 40.8 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0266,  Location: 11-SD-005-R53.21-OCN (Lat: 33.199989,  Lng: -117.372194),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 9.34m (30.64ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,912 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 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: 28.5 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: Somewhat better than minimum adequacy,  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 0268,  Location: 11-SD-005-R51.85-OCN (Lat: 33.184497,  Lng: -117.357911),  Route carried "on" structure: City street S357,  Year Built: 1971,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,911 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: CALIFORNIA ST
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),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  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: 54.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0269,  Location: 11-SD-005-R51.47-OCN (Lat: 33.179967,  Lng: -117.354131),  Route carried "on" structure: City street S356,  Year Built: 1971,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 7,200 (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: CASSIDY 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: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: 52.8 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 058,  Location: 11-SD-005-R54.79-OCN (Lat: 33.215664,  Lng: -117.390431),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 17,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,064 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: WIRE MOUNTAIN RD
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),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 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,  Operating Rating: 54.4 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: 42.1 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0581L,  Location: 11-SD-005-R55.39L-OCN (Lat: 33.223708,  Lng: -117.393581),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 24.17m (79.30ft),  Average Daily Traffic: 96,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 145,183 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NCTD,BNSF & AMTRAK,SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.390,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 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: 22.4 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,  Underclear: Equal to present minimum 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 0581R,  Location: 11-SD-005-R55.47R-OCN (Lat: 33.225061,  Lng: -117.393850),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 156,000 (year 2020),  Average Future Daily Traffic: 235,659 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NCTD,BNSF & AMTRAK,SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.470,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.7 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: 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: 57 0582R,  Location: 11-SD-005-R55.72R-OCN (Lat: 33.227397,  Lng: -117.396436),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 156,000 (year 2020),  Average Future Daily Traffic: 235,659 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NCTD,BNSF & AMTRAK,SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.720,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.7 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: Equal to present minimum 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 0583R,  Location: 11-SD-005-R56.86R-OCN (Lat: 33.239458,  Lng: -117.410278),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 132,000 (year 2020),  Average Future Daily Traffic: 205,054 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NCTD,BNSF & AMTRAK,SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.860,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0584,  Location: 11-SD-005-R58.13-OCN (Lat: 33.253475,  Lng: -117.423358),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21 (year 2043),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: COCKLEBURR OC
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: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0585L,  Location: 11-SD-005-R62.08-OCN (Lat: 33.298650,  Lng: -117.464511),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,507 (year 2041),  Design Load: HS 20,  Features Intersected: LAS PULGAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.080,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 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: 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0585R,  Location: 11-SD-005-R62.08-OCN (Lat: 33.298836,  Lng: -117.464289),  Route carried "on" structure: Interstate 5,  Year Built: 1967,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,507 (year 2041),  Design Load: HS 20,  Features Intersected: LAS PULGAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.080,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 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: 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0587L,  Location: 11-SD-005-R63.78-OCN (Lat: 33.317458,  Lng: -117.482369),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,507 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NCTD,BNSF & AMTRAK,SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.780,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 38.9 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: Equal to present minimum criteria,  Underclear: Better than present minimum 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 0587R,  Location: 11-SD-005-R63.78-OCN (Lat: 33.317008,  Lng: -117.482006),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 101,507 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NCTD,BNSF & AMTRAK,SCRRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.780,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 38.9 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: Equal to present minimum criteria,  Underclear: Better than present minimum 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 0605,  Location: 11-SD-078-1.50-OCN (Lat: 33.181867,  Lng: -117.327111),  Route carried "on" structure: City street S344,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 30,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,198 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  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: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0622L,  Location: 11-SD-008-R62.27 (Lat: 32.703142,  Lng: -116.342956),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 8,100 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,688 (year 2044),  Design Load: HS 20,  Features Intersected: WILLIAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.270,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0629,  Location: 11-SD-078-3.32-OCN (Lat: 33.183178,  Lng: -117.296444),  Route carried "on" structure: State highway 78,  Year Built: 1967,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 127,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 194,205 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.320,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.5m (126.3ft),  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: 42.7m (140.1ft),  Curb-To-Curb Width: 38.5m (126.3ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0702,  Location: 11-SD-005-R53.38-OCN (Lat: 33.200925,  Lng: -117.375267),  Route carried "on" structure: County highway S360,  Year Built: 1970,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,929 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: CIVIC CENTER DRIVE
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: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 36.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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 0703,  Location: 11-SD-005-R53.75-OCN (Lat: 33.202839,  Lng: -117.380772),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,770 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: NEPTUNE WAY
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: 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: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: 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: 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 0704L,  Location: 11-SD-005-R53.91-OCN (Lat: 33.204478,  Lng: -117.382900),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.56m (21.52ft),  Average Daily Traffic: 92,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,586 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.910,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  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: 33.5m (109.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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 0704R,  Location: 11-SD-005-R53.91-OCN (Lat: 33.204847,  Lng: -117.382825),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 92,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,586 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.910,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  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: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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 0713L,  Location: 11-SD-005-R54.04-OCN (Lat: 33.205897,  Lng: -117.384339),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 78,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 139,500 (year 2040),  Design Load: HS 20,  Features Intersected: SAN LUIS REY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.040,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.8 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,  Length Of Structure Improvement: 20.67m (67.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0713R,  Location: 11-SD-005-R54.04-OCN (Lat: 33.206069,  Lng: -117.384050),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 20.76m (68.11ft),  Average Daily Traffic: 78,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 139,500 (year 2040),  Design Load: HS 20,  Features Intersected: SAN LUIS REY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.040,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.76m (68.11ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $4,780,000,  Roadway Improvement Cost: $956,000,  Total Project Cost: $8,030,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0715G,  Location: 11-SD-005-R54.06-OCN (Lat: 33.206328,  Lng: -117.384064),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 1 (year 2020),  Average Future Daily Traffic: 1 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN LUIS REY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.060,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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 0720L,  Location: 11-SD-805-17.46-SD (Lat: 32.769394,  Lng: -117.130489),  Route carried "on" structure: Interstate 805,  Year Built: 1972,  Status: Open,  Structure Length: 119.18m (391.01ft),  Average Daily Traffic: 109,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 139,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-8,RMPS,STS,SDRIV,RAILS
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 17.460,  Lanes on structure: 4,  Lanes under structure: 35,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 2,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0726,  Location: 11-SD-005-R72.28-OCN (Lat: 33.395150,  Lng: -117.593331),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,091 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: CRISTIANITOS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 29.2 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0763,  Location: 11-SD-078-0.74-OCN (Lat: 33.181394,  Lng: -117.340089),  Route carried "on" structure: City street S365,  Year Built: 1973,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 15,200 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,430 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0977,  Location: 11-SD-005-R58.53-OCN (Lat: 33.256314,  Lng: -117.425767),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,969 (year 2043),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: COOK OVERCROSSING
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: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum 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