Bridge Statistics for Fallbrook, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 157ft / 47.9mTotal length
- $56,000Total costs
- 342,896Total average daily traffic
- 7,472Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fallbrook
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 31950-1959
- 21960-1969
- 101980-1989
- 31990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 77.8%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 10.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 6.3%Very good
- 31.3%Good
- 43.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 10.0%Satisfactory
- 10.0%Fair
Find on map >> Show street view
Structure Number: 1CA0417, Location: NWSSBFA (Lat: 33.357811, Lng: -117.291550), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2 (year 2037), Features Intersected: CREEK, Facility Carried by Structure: SIDEWINDER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $30,000, Total Project Cost: $34,000 ( Estimate for 2021)
Structure Number: 1CA0417, Location: NWSSBFA (Lat: 33.357811, Lng: -117.291550), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2 (year 2037), Features Intersected: CREEK, Facility Carried by Structure: SIDEWINDER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $30,000, Total Project Cost: $34,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 1CA042, Location: NWSSBFA (Lat: 33.366361, Lng: -117.295247), Route carried "on" structure: Other road , Year Built: 1945, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 1 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2 (year 2037), Features Intersected: DEPOT LAKE, Facility Carried by Structure: TERRIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.89m (2.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $20,000, Total Project Cost: $22,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1CA042, Location: NWSSBFA (Lat: 33.366361, Lng: -117.295247), Route carried "on" structure: Other road , Year Built: 1945, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 1 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2 (year 2037), Features Intersected: DEPOT LAKE, Facility Carried by Structure: TERRIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.89m (2.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $20,000, Total Project Cost: $22,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57 0873, Location: 11-SD-015-R47.17 (Lat: 33.341222, Lng: -117.159581), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 15, Facility Carried by Structure: PALA MESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.170, 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: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0873, Location: 11-SD-015-R47.17 (Lat: 33.341222, Lng: -117.159581), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 15, Facility Carried by Structure: PALA MESA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.170, 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: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57 0896L, Location: 11-SD-015-R48.85 (Lat: 33.365242, Lng: -117.161636), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 70,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 123,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWART CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.850, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0896L, Location: 11-SD-015-R48.85 (Lat: 33.365242, Lng: -117.161636), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 70,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 123,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWART CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.850, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57 0896R, Location: 11-SD-015-R48.85 (Lat: 33.365383, Lng: -117.161300), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 72,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 123,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWART CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.850, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0896R, Location: 11-SD-015-R48.85 (Lat: 33.365383, Lng: -117.161300), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 72,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 123,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STEWART CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.850, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.0m (68.9ft)
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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57 0897, Location: 11-SD-015-R50.59 (Lat: 33.387086, Lng: -117.175144), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,028 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 15, Facility Carried by Structure: MISSION 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: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
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: Better than 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0897, Location: 11-SD-015-R50.59 (Lat: 33.387086, Lng: -117.175144), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,028 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 15, Facility Carried by Structure: MISSION 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: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
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: Better than 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57 0967, Location: 11-SD-015-R47.91 (Lat: 33.351925, Lng: -117.158689), Route carried "on" structure: Interstate 15, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2040), Features Intersected: HORSE RANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.910, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 42.1m (138.1ft), Out-to-Out Width: 42.1m (138.1ft)
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, 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 48 months, Inspection Date: June 2020
Structure Number: 57 0967, Location: 11-SD-015-R47.91 (Lat: 33.351925, Lng: -117.158689), Route carried "on" structure: Interstate 15, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2040), Features Intersected: HORSE RANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.910, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 42.1m (138.1ft), Out-to-Out Width: 42.1m (138.1ft)
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, 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 48 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 57C0142, Location: 1.4MI N/O MISSION RD (Lat: 33.407561, Lng: -117.202258), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 329 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 460 (year 2038), Design Load: HS 20, Features Intersected: RAINBOW CREEK, Facility Carried by Structure: WILLOW GLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0142, Location: 1.4MI N/O MISSION RD (Lat: 33.407561, Lng: -117.202258), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 329 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 460 (year 2038), Design Load: HS 20, Features Intersected: RAINBOW CREEK, Facility Carried by Structure: WILLOW GLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57C0314, Location: 1.3MI S/O MISSION RD (Lat: 33.329247, Lng: -117.244864), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,888 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,681 (year 2039), Design Load: H 15, Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: OLIVE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 57C0314, Location: 1.3MI S/O MISSION RD (Lat: 33.329247, Lng: -117.244864), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,888 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,681 (year 2039), Design Load: H 15, Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: OLIVE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 57C0379, Location: 1.7MI N/O ROUTE 76 (Lat: 33.338281, Lng: -117.189136), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,259 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 4,777 (year 2038), Design Load: H 20, Features Intersected: LIVE OAK CANYON, Facility Carried by Structure: GIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0379, Location: 1.7MI N/O ROUTE 76 (Lat: 33.338281, Lng: -117.189136), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,259 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 4,777 (year 2038), Design Load: H 20, Features Intersected: LIVE OAK CANYON, Facility Carried by Structure: GIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57C0381, Location: 300FT E/O MISSION RD (Lat: 33.378389, Lng: -117.252550), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 816 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 940 (year 2040), Design Load: H 15, Features Intersected: FALLBROOK CREEK WEST, Facility Carried by Structure: BEECH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.8 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0381, Location: 300FT E/O MISSION RD (Lat: 33.378389, Lng: -117.252550), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 816 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 940 (year 2040), Design Load: H 15, Features Intersected: FALLBROOK CREEK WEST, Facility Carried by Structure: BEECH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.8 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 57C0383, Location: 0.4MI S/O FALLBROOK ST (Lat: 33.370214, Lng: -117.240617), Route carried "on" structure: County highway , Year Built: 1943, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 696 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 819 (year 2039), Design Load: H 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: MORRO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0383, Location: 0.4MI S/O FALLBROOK ST (Lat: 33.370214, Lng: -117.240617), Route carried "on" structure: County highway , Year Built: 1943, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 696 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 819 (year 2039), Design Load: H 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: MORRO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 57C0388, Location: 300 FT E/O GIRD RD (Lat: 33.335581, Lng: -117.188578), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 590 (year 2038), Features Intersected: LIVE OAK CANYON, Facility Carried by Structure: OAK CLIFF DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 57C0388, Location: 300 FT E/O GIRD RD (Lat: 33.335581, Lng: -117.188578), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 590 (year 2038), Features Intersected: LIVE OAK CANYON, Facility Carried by Structure: OAK CLIFF DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 57C0635, Location: 0.25MI W/O OLD HWY 395 (Lat: 33.363278, Lng: -117.167378), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 129 (year 2043), Features Intersected: PALA MESA GOLF COURSE, Facility Carried by Structure: CANONITA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 57C0635, Location: 0.25MI W/O OLD HWY 395 (Lat: 33.363278, Lng: -117.167378), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 129 (year 2043), Features Intersected: PALA MESA GOLF COURSE, Facility Carried by Structure: CANONITA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 57C0636, Location: 300FT E/O MAIN ST (Lat: 33.379283, Lng: -117.252569), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 487 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2040), Features Intersected: FALLBROOK CREEK WEST, Facility Carried by Structure: COLLEGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), 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: 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
Structure Number: 57C0636, Location: 300FT E/O MAIN ST (Lat: 33.379283, Lng: -117.252569), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 487 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2040), Features Intersected: FALLBROOK CREEK WEST, Facility Carried by Structure: COLLEGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), 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: 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
Find on map >> Show street view
Structure Number: 57C0671, Location: 2.1MI N/O MISSION RD (Lat: 33.397811, Lng: -117.262789), Route carried "on" structure: County highway , Year Built: 1995, Year Reconstructed: 2003, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 1,176 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,758 (year 2038), Design Load: HS 20, Features Intersected: SANTA MARGARITA RIVER, Facility Carried by Structure: DE LUZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0671, Location: 2.1MI N/O MISSION RD (Lat: 33.397811, Lng: -117.262789), Route carried "on" structure: County highway , Year Built: 1995, Year Reconstructed: 2003, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 1,176 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,758 (year 2038), Design Load: HS 20, Features Intersected: SANTA MARGARITA RIVER, Facility Carried by Structure: DE LUZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 57C0709, Location: 160FT W/O GUMTREE LANE (Lat: 33.382042, Lng: -117.208169), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,587 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: LIVE OAK PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 57C0709, Location: 160FT W/O GUMTREE LANE (Lat: 33.382042, Lng: -117.208169), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,587 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: LIVE OAK PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 57C0757, Location: 0.1MI E/O MISSION RD. (Lat: 33.347267, Lng: -117.240331), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,495 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,040 (year 2040), Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: WINTER HAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: June 2021
Structure Number: 57C0757, Location: 0.1MI E/O MISSION RD. (Lat: 33.347267, Lng: -117.240331), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,495 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 3,040 (year 2040), Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: WINTER HAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: June 2021
Find on map >> Show street view
Structure Number: 57C0794, Location: 100FT S/O WINTER HAVEN RD (Lat: 33.346936, Lng: -117.235203), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 411 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2039), Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: CLEARCREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021
Structure Number: 57C0794, Location: 100FT S/O WINTER HAVEN RD (Lat: 33.346936, Lng: -117.235203), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 411 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2039), Features Intersected: SAN LUIS REY RIVER TRIB, Facility Carried by Structure: CLEARCREST LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 57C0874, Location: 0.88 MI W/O GIRD RD (Lat: 33.323750, Lng: -117.206322), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2042), Design Load: HS 20+Mod, Features Intersected: ADLER CREEK, Facility Carried by Structure: KNOTTWOOD WAY
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Superstructure: Good, 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: 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: July 2021
Structure Number: 57C0874, Location: 0.88 MI W/O GIRD RD (Lat: 33.323750, Lng: -117.206322), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2042), Design Load: HS 20+Mod, Features Intersected: ADLER CREEK, Facility Carried by Structure: KNOTTWOOD WAY
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Superstructure: Good, 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: 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: July 2021
Find on map >> Show street view
Structure Number: 57 0873, Location: 11-SD-015-R47.17 (Lat: 33.341222, Lng: -117.159581), Route carried "under" structure: Interstate 15, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 10%, Features Intersected: ROUTE 15, Facility Carried by Structure: PALA MESA DRIVE
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 47.170, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: 57 0873, Location: 11-SD-015-R47.17 (Lat: 33.341222, Lng: -117.159581), Route carried "under" structure: Interstate 15, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 10%, Features Intersected: ROUTE 15, Facility Carried by Structure: PALA MESA DRIVE
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 47.170, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.3m (142.1ft)
Find on map >> Show street view
Structure Number: 57 0897, Location: 11-SD-015-R50.59 (Lat: 33.387086, Lng: -117.175144), Route carried "under" structure: Interstate 15, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 140,000 (year 2020), Features Intersected: ROUTE 15, Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 50.590, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 57 0897, Location: 11-SD-015-R50.59 (Lat: 33.387086, Lng: -117.175144), Route carried "under" structure: Interstate 15, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 140,000 (year 2020), Features Intersected: ROUTE 15, Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 50.590, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft)