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: 33.134736, Lng: -117.128778), Route carried "on" structure: State highway 78, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 154,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), Design Load: HS 20, Features Intersected: MISSION RD,NCTD,BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.990, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), 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: 32.9m (107.9ft), Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0385, Location: 11-SD-078-11.18-SMCS (Lat: 33.144000, Lng: -117.191111), Route carried "on" structure: State highway 78, Year Built: 1994, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 131,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 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: 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: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0385S, Location: 11-SD-078-11.18-SMCS (Lat: 33.143767, Lng: -117.191206), 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 2009), Truck Traffic: 3%, Average Future Daily Traffic: 10,500 (year 2029), 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: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0387, Location: 11-SD-078-12.13-SMCS (Lat: 33.137833, Lng: -117.176361), Route carried "on" structure: State highway 78, Year Built: 1994, Year Reconstructed: 1998, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 129,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), 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: Satisfactory, Operating Rating: 53.5 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: 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: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0389, Location: 11-SD-078-14.24-SMCS (Lat: 33.138639, Lng: -117.141083), Route carried "on" structure: State highway 78, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 156,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 160,949 (year 2029), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 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 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 039, Location: 11-SD-078-15.49-SMCS (Lat: 33.132111, Lng: -117.121417), Route carried "on" structure: City street S388, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,200 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: NORDAHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 57 0514, Location: 11-SD-078-12.42-SMCS (Lat: 33.136667, Lng: -117.171972), 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: 160,949 (year 2029), Design Load: HS 20, 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 11

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Structure Number: 57C0301, Location: 1.3 MI W RTE 78 (Lat: 33.132403, Lng: -117.196889), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 33,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 40,724 (year 2029), Design Load: HS 20, Features Intersected: SAN MARCOS CREEK TRIB, Facility Carried by Structure: SAN MARCOS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, 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: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 11

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Structure Number: 57C0457, Location: 0.35 MI N/O RTE 78 (Lat: 33.142694, Lng: -117.163167), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 14,619 (year 2029), Design Load: HS 20+Mod, Features Intersected: MISSION RD,BNSF RY,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, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0519, Location: 50' WEST SYCAMORE DR (Lat: 33.179681, Lng: -117.152508), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 600 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 629 (year 2029), 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: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0692, Location: 0.2 MI S/O SAN MARCOS BL (Lat: 33.139028, Lng: -117.160722), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 5,600 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 7,237 (year 2029), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0719, Location: 0.1 MI E/O TWIN OAKS V RD (Lat: 33.142486, Lng: -117.162028), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 31,641 (year 2029), Design Load: HS 20+Mod, Features Intersected: N BRANCH SAN MARCOS CRK, 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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Excellent, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, 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 48 months, Inspection Date: June 11

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Structure Number: 57C0775, Location: 250' E/O TWIN OAKS VALLEY (Lat: 33.173181, Lng: -117.158903), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2028), Features Intersected: TWIN OAKS 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), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 11

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Structure Number: 57C0777, Location: 0.2 M W/O N LAS POSAS RD (Lat: 33.149833, Lng: -117.191069), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20,160 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 23,395 (year 2028), 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: 4, 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: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 11

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Structure Number: 57C0778, Location: 0.1 M E/O S. SANTA FE AVE (Lat: 33.158250, Lng: -117.198667), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 5.80m (19.03ft), Average Daily Traffic: 750 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 900 (year 2028), Design Load: HS 20, Features Intersected: NCTD RAILROAD, Facility Carried by Structure: LAS FLORES RD
Minimum Vertical Clearance: 99.90m (327.76ft), 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: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0779, Location: 0.06 MI FROM VIA ARTISTA (Lat: 33.166978, Lng: -117.187925), Route carried "on" structure: City street , Year Built: 2003, Status: Not yet open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 1 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 2028), 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), Material/Design: Steel, Design/Construction: Culvert, 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: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, 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: January 11

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Structure Number: 57C078, Location: 0.2 M S/O SAN MARCOS BLVD (Lat: 33.131708, Lng: -117.186806), Route carried "on" structure: City street , Year Built: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,640 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,027 (year 2028), Features Intersected: SAN MARCOS CREEK, Facility Carried by Structure: VIA VERA CRUZ
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 27.9 metric tons, Inventory Rating: 16.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $22,000, Total Project Cost: $185,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0135, Location: 11-SD-078-14.99-SMCS (Lat: 33.134736, Lng: -117.128778), Route carried "under" structure: City street S142, Year Built: 1962, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 18,300 (year 2003), Truck Traffic: 1%, Features Intersected: MISSION RD,NCTD,BNSF RY, Facility Carried by Structure: STATE ROUTE 78
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.000, Lanes on structure: 6, 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 0385, Location: 11-SD-078-11.18-SMCS (Lat: 33.144000, Lng: -117.191111), Route carried "under" structure: City street S438, Year Built: 1994, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 8,040 (year 2003), 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: 33.143767, Lng: -117.191206), Route carried "under" structure: Other road , Year Built: 2006, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 8,040 (year 2003), Truck Traffic: 1%, Features Intersected: LAS POSAS ROAD, Facility Carried by Structure: E78-GRAND AVE OFF
Minimum Vertical Clearance: 5.16m (16.93ft), 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: 33.137833, Lng: -117.176361), Route carried "under" structure: City street S150, Year Built: 1994, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 41,256 (year 2002), 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: 33.138639, Lng: -117.141083), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 1,600 (year 2003), 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: 57 039, Location: 11-SD-078-15.49-SMCS (Lat: 33.132111, Lng: -117.121417), Route carried "under" structure: State highway 78, Year Built: 1962, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 160,000 (year 2009), Truck Traffic: 5%, Features Intersected: STATE ROUTE 78, Facility Carried by Structure: NORDAHL RD
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 1.549, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 57 1106, Location: 11-SD-078-14.26-SMCS (Lat: 33.138542, Lng: -117.140789), Route carried "under" structure: State highway 78, Year Built: 2008, Structure Length: 35.80m (117.45ft), Average Daily Traffic: 156,000 (year 2010), Truck Traffic: 4%, Features Intersected: STATE HIGHWAY 78, Facility Carried by Structure: MCTD LRT & SDIV RR
Minimum Vertical Clearance: 6.06m (19.88ft), Kilometerpoint: 1.426, 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: 0.35 MI N/O RTE 78 (Lat: 33.142694, Lng: -117.163167), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 1%, Features Intersected: MISSION RD,BNSF RY,NCTD, Facility Carried by Structure: TWIN OAKS VALLEY R
Minimum Vertical Clearance: 5.89m (19.32ft), 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)