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

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Structure Number: 57 0135,  Location: 11-SD-078-14.99-SMCS (Lat: 33.134739,  Lng: -117.128772),  Route carried "on" structure: State highway 78,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 218,607 (year 2040),  Design Load: HS 20,  Features Intersected: MISSION RD,NCTD,BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.990,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 43.5m (142.7ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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 0381L,  Location: 11-SD-008-17.83-ECJ (Lat: 32.803197,  Lng: -116.927631),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 48,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,000 (year 2037),  Design Load: HS 20,  Features Intersected: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.830,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: 40.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0383,  Location: 11-SD-078-9.85 (Lat: 33.157931,  Lng: -117.207031),  Route carried "on" structure: State highway 78,  Year Built: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 137,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 218,607 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMILAX DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.850,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.8m (117.5ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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 0384,  Location: 11-SD-078-10.61 (Lat: 33.150553,  Lng: -117.198200),  Route carried "on" structure: County highway S345,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 30,710 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,414 (year 2037),  Design Load: HS 20,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Meets minimum limits,  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 0385,  Location: 11-SD-078-11.18-SMCS (Lat: 33.143983,  Lng: -117.191064),  Route carried "on" structure: State highway 78,  Year Built: 1994,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 136,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 218,607 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAS POSAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.180,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 32 degrees,  Material/Design: Prestressed 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-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.8m (117.5ft)

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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0385S,  Location: 11-SD-078-11.18-SMCS (Lat: 33.143778,  Lng: -117.191186),  Route carried "on" structure: Ramp State highway 78,  Year Built: 2006,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,676 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAS POSAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.180,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 27.7m (90.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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,  Underclear: Somewhat better than minimum adequacy,  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 0387,  Location: 11-SD-078-12.13-SMCS (Lat: 33.137850,  Lng: -117.176278),  Route carried "on" structure: State highway 78,  Year Built: 1994,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 156,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 218,607 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.130,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 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: 16.2 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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 0389,  Location: 11-SD-078-14.24-SMCS (Lat: 33.138581,  Lng: -117.141328),  Route carried "on" structure: State highway 78,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 138,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 218,607 (year 2037),  Design Load: HS 20,  Features Intersected: WOODLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.240,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 36.8m (120.7ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0514,  Location: 11-SD-078-12.42-SMCS (Lat: 33.136533,  Lng: -117.172444),  Route carried "on" structure: State highway 78,  Year Built: 1962,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 152,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 163,650 (year 2037),  Features Intersected: SAN MARCOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.420,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

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Structure Number: 57C0358,  Location: 0.17 MI S/O DEER SPRINGS (Lat: 33.184206,  Lng: -117.150442),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,387 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2040),  Features Intersected: TWIN OAKS VALLEY CREEK,  Facility Carried by Structure: SYCAMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 14.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $320,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C045,  Location: 0.2 MI WEST OF ROUTE S-6 (Lat: 33.156397,  Lng: -117.033461),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,119 (year 2036),  Design Load: HS 20,  Features Intersected: ESCONDIDO CREEK,  Facility Carried by Structure: BEVEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57C0457,  Location: 475 FT N/O W.SAN MARCOS (Lat: 33.142400,  Lng: -117.163222),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 25,600 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,978 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MISSION RD,BNSF RR,NCTD,  Facility Carried by Structure: TWIN OAKS VALLEY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 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: 48.9 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C051,  Location: 1.2MI N/O DELUZ RD (Lat: 33.413781,  Lng: -117.241394),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,503 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,625 (year 2040),  Features Intersected: SANTA MARGARITA RIVER,  Facility Carried by Structure: SANDIA CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0519,  Location: 10 FT W/O SYCAMORE DR (Lat: 33.179658,  Lng: -117.152572),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,682 (year 2038),  Features Intersected: N FORK SAN MARCOS CREEK,  Facility Carried by Structure: OLIVE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0566,  Location: 300FT S/O SAN MARCOS BLVD (Lat: 33.130447,  Lng: -117.200283),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 12,782 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,272 (year 2038),  Design Load: HS 20,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: DISCOVERY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: 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: 57C0692,  Location: 500 FT S/O SAN MARCOS BL (Lat: 33.138772,  Lng: -117.160503),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 7,700 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,114 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: RANCHEROS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 20.7m (67.9ft)

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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C071,  Location: 1.7M S/O I-5 (Lat: 32.553856,  Lng: -117.084061),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 1,279 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TIJUANA RIVER OVERFLOW,  Facility Carried by Structure: HOLLISTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.2m (46.6ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0719,  Location: 300 FT E/O TWINOAKS VLYRD (Lat: 33.142647,  Lng: -117.162044),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 25,250 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,609 (year 2038),  Features Intersected: N. FORK SAN MARCOS CREEK,  Facility Carried by Structure: MISSION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 57C0754,  Location: 0.25 M W/O SMILAX RD (Lat: 33.159958,  Lng: -117.209736),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 494 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 614 (year 2038),  Features Intersected: AQUA HEDIONDA CREEK,  Facility Carried by Structure: MIMOSA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: 57C077,  Location: 750FT S/O OLIVENHAIN RD (Lat: 33.066694,  Lng: -117.245036),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 16,929 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,500 (year 2040),  Features Intersected: ENCINITAS CREEK TRIBUTRY,  Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

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Structure Number: 57C0775,  Location: 250F E/O TWIN OAKS VLY RD (Lat: 33.173122,  Lng: -117.158994),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,300 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,631 (year 2041),  Features Intersected: N. FORK SAN MARCOS CREEK,  Facility Carried by Structure: LA CIENEGA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 1.7m (5.6ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 57C0777,  Location: 750 FT W/O LAS POSAS RD (Lat: 33.149914,  Lng: -117.190919),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 20,160 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,866 (year 2038),  Features Intersected: SAN MARCOS CREEK TRIB,  Facility Carried by Structure: MISSION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 57C0778,  Location: 550 FT N/O S.SANTA FE AVE (Lat: 33.158139,  Lng: -117.198908),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 918 (year 2041),  Design Load: HS 20,  Features Intersected: NCTD RAILROAD,  Facility Carried by Structure: LAS FLORES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0779,  Location: 275 FT N/O VIA ARTISTA (Lat: 33.166917,  Lng: -117.188039),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 40 (year 2041),  Design Load: HS 20,  Features Intersected: LAS POSAS CREEK,  Facility Carried by Structure: LAS POSAS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.0m (160.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 3.0m (9.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very 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,  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

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Structure Number: 57C0823,  Location: 280FT E/O VALLEY CENTER (Lat: 33.211019,  Lng: -117.034731),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2040),  Features Intersected: MOOSA CYN CRK TRIBUTARY,  Facility Carried by Structure: MIRAR DEL VALLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

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Structure Number: 57C0825,  Location: 50 FT N/O SR79 RAMPS (Lat: 33.138997,  Lng: -117.163822),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 25,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,100 (year 2042),  Design Load: Railroad,  Features Intersected: N. BR. SAN MARCOS CREEK,  Facility Carried by Structure: TWIN OAKS VLY RD
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: 24.8m (81.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 57C086,  Location: 260FT W/O OLD JANA RNCH R (Lat: 32.639536,  Lng: -116.944806),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 10 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 15 (year 2036),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: RAMBLING VISTA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 57C0861,  Location: 0.2 MI N/O SAN ELIJO RD (Lat: 33.101858,  Lng: -117.215361),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAN MARCOS CREEK,  Facility Carried by Structure: MELROSE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.4m (132.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Good,  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: Better than present minimum criteria,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0869,  Location: AT WB78 RAMPS (Lat: 33.138206,  Lng: -117.163800),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 21.82m (71.59ft),  Average Daily Traffic: 25,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,100 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E. BR. SAN MARCOS CREEK,  Facility Carried by Structure: TWIN OAKS VLY ROAD
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 57C087,  Location: 150 FT E/O TWIN OAKS VLY (Lat: 33.141042,  Lng: -117.163381),  Route carried "on" structure: Business City street ,  Year Built: 1999,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,000 (year 2040),  Features Intersected: N. BR. SAN MARCOS CREEK,  Facility Carried by Structure: SAN MARCOS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 57 0135,  Location: 11-SD-078-14.99-SMCS (Lat: 33.134739,  Lng: -117.128772),  Route carried "under" structure: City street S142,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2012),  Truck Traffic: 1%,  Features Intersected: MISSION RD,NCTD,BNSF RY,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 57 0383,  Location: 11-SD-078-9.85 (Lat: 33.157931,  Lng: -117.207031),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 3,160 (year 2012),  Truck Traffic: 1%,  Features Intersected: SMILAX DRIVE,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 9.850,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 57 0384,  Location: 11-SD-078-10.61 (Lat: 33.150553,  Lng: -117.198200),  Route carried "under" structure: State highway 78,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 136,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: RANCHO SANTA FE RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 10.610,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 57 0385,  Location: 11-SD-078-11.18-SMCS (Lat: 33.143983,  Lng: -117.191064),  Route carried "under" structure: City street S438,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 8,040 (year 2012),  Truck Traffic: 1%,  Features Intersected: LAS POSAS RD,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 57 0385S,  Location: 11-SD-078-11.18-SMCS (Lat: 33.143778,  Lng: -117.191186),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 8,040 (year 2012),  Truck Traffic: 1%,  Features Intersected: LAS POSAS ROAD,  Facility Carried by Structure: E78-GRAND AVE OFF
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 57 0387,  Location: 11-SD-078-12.13-SMCS (Lat: 33.137850,  Lng: -117.176278),  Route carried "under" structure: City street S150,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 41,256 (year 2012),  Truck Traffic: 3%,  Features Intersected: SAN MARCOS BLVD,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 57 0389,  Location: 11-SD-078-14.24-SMCS (Lat: 33.138581,  Lng: -117.141328),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2009),  Truck Traffic: 4%,  Features Intersected: WOODLAND PARKWAY,  Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 57 1105,  Location: 11-SD-078-13.27 (Lat: 33.138603,  Lng: -117.157733),  Route carried "under" structure: State highway 78,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 160,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: STATE HIGHWAY 78,  Facility Carried by Structure: MCTD LRT & SDIV RR
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 13.270,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 57 1106,  Location: 11-SD-078-14.26-SMCS (Lat: 33.139539,  Lng: -117.138975),  Route carried "under" structure: State highway 78,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: STATE HIGHWAY 78,  Facility Carried by Structure: MCTD LRT & SDIV RR
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 14.260,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 57C0457,  Location: 475 FT N/O W.SAN MARCOS (Lat: 33.142400,  Lng: -117.163222),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 11,900 (year 2019),  Truck Traffic: 2%,  Features Intersected: MISSION RD,BNSF RR,NCTD,  Facility Carried by Structure: TWIN OAKS VALLEY R
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 57C0826,  Location: 60FT S/O BARHAM DR (Lat: 33.134700,  Lng: -117.153711),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2015),  Truck Traffic: 1%,  Features Intersected: LA MOREE ROAD,  Facility Carried by Structure: NCTD LRT
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 57C0827,  Location: 0.52MI E/O TWIN OAKS VLY (Lat: 33.134514,  Lng: -117.155625),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 12,200 (year 2015),  Truck Traffic: 2%,  Features Intersected: BARHAM DRIVE,  Facility Carried by Structure: NCTD LRT
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)