Bridge Statistics for Ramona, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 151ft / 46.0mTotal length
- 112,216Total average daily traffic
- 3,154Total average daily truck traffic
- 170,430Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ramona
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21950-1959
- 11980-1989
- 41990-1999
- 32000-2009
- 52010-2019
- Bridge Condition - Deck
- 62.5%Good
- 37.5%Fair
- Bridge Condition - Superstructure
- 62.5%Good
- 37.5%Fair
- Bridge Condition - Substructure
- 87.5%Good
- 12.5%Fair
- Bridge Condition - Channel
- 27.8%Excellent
- 16.7%Very good
- 27.8%Good
- 5.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 57 0093, Location: 11-SD-078-37.26 (Lat: 33.051131, Lng: -116.842919), Route carried "on" structure: State highway 78, Year Built: 1992, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 9,700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 26,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0093, Location: 11-SD-078-37.26 (Lat: 33.051131, Lng: -116.842919), Route carried "on" structure: State highway 78, Year Built: 1992, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 9,700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 26,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0094, Location: 11-SD-078-40.38 (Lat: 33.068236, Lng: -116.807956), Route carried "on" structure: State highway 78, Year Built: 1922, Year Reconstructed: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2040), Design Load: HS 20, Features Intersected: HATFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.380, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57 0094, Location: 11-SD-078-40.38 (Lat: 33.068236, Lng: -116.807956), Route carried "on" structure: State highway 78, Year Built: 1922, Year Reconstructed: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2040), Design Load: HS 20, Features Intersected: HATFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.380, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 23.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57 016, Location: 11-SD-067-22.26 (Lat: 33.022306, Lng: -116.896850), Route carried "on" structure: State highway 67, Year Built: 1938, Year Reconstructed: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 21,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 35,431 (year 2040), Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 57 016, Location: 11-SD-067-22.26 (Lat: 33.022306, Lng: -116.896850), Route carried "on" structure: State highway 67, Year Built: 1938, Year Reconstructed: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 21,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 35,431 (year 2040), Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 57 0958, Location: 11-SD-078-35.33 (Lat: 33.045172, Lng: -116.870764), Route carried "on" structure: State highway 78, Year Built: 1988, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 10,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,335 (year 2037), Design Load: HS 20, Features Intersected: SANTA MARIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.330, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0958, Location: 11-SD-078-35.33 (Lat: 33.045172, Lng: -116.870764), Route carried "on" structure: State highway 78, Year Built: 1988, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 10,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 20,335 (year 2037), Design Load: HS 20, Features Intersected: SANTA MARIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.330, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0145, Location: 0.2 MI N/O ROUTE 78 (Lat: 33.047192, Lng: -116.865797), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2041), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: SEVENTH ST
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0145, Location: 0.2 MI N/O ROUTE 78 (Lat: 33.047192, Lng: -116.865797), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2041), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: SEVENTH ST
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0146, Location: 0.3 MI N/W OF RTE 78 (Lat: 33.040269, Lng: -116.880797), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 4,000 (year 2038), Design Load: HS 20, Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: MONTECITO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0146, Location: 0.3 MI N/W OF RTE 78 (Lat: 33.040269, Lng: -116.880797), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 4,000 (year 2038), Design Load: HS 20, Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: MONTECITO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0705, Location: 0.12 M N/O HANSON LANE (Lat: 33.027486, Lng: -116.866417), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,597 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 11,562 (year 2040), Design Load: HS 20+Mod, Features Intersected: SANTA MARIA CREEK FORK, Facility Carried by Structure: SAN VICENTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0705, Location: 0.12 M N/O HANSON LANE (Lat: 33.027486, Lng: -116.866417), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,597 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 11,562 (year 2040), Design Load: HS 20+Mod, Features Intersected: SANTA MARIA CREEK FORK, Facility Carried by Structure: SAN VICENTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0713, Location: 7.4 MI N/O ROUTE 78 (Lat: 33.123214, Lng: -116.799967), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2043), Design Load: HS 20+Mod, Features Intersected: SANTA YSABEL CREEK, Facility Carried by Structure: BLACK CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0713, Location: 7.4 MI N/O ROUTE 78 (Lat: 33.123214, Lng: -116.799967), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2043), Design Load: HS 20+Mod, Features Intersected: SANTA YSABEL CREEK, Facility Carried by Structure: BLACK CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0729, Location: 3.85 MI N/O HAVERFORD RD. (Lat: 33.118997, Lng: -116.849619), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 114 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2041), Features Intersected: SANTA YSABEL CREEK, Facility Carried by Structure: PAMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Channel: Excellent, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: 57C0729, Location: 3.85 MI N/O HAVERFORD RD. (Lat: 33.118997, Lng: -116.849619), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 114 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2041), Features Intersected: SANTA YSABEL CREEK, Facility Carried by Structure: PAMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Channel: Excellent, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0731, Location: 200 FT N/O HIGHLAND VLY (Lat: 33.033544, Lng: -116.936042), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 661 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2041), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: RANGELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0731, Location: 200 FT N/O HIGHLAND VLY (Lat: 33.033544, Lng: -116.936042), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 661 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2041), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: RANGELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0733, Location: 3.1 MI N/W OF SR-67 (Lat: 33.033089, Lng: -116.950400), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 1,869 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,207 (year 2041), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: HIGHLAND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 57C0733, Location: 3.1 MI N/W OF SR-67 (Lat: 33.033089, Lng: -116.950400), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 1,869 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,207 (year 2041), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: HIGHLAND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 57C0734, Location: 0.15 MI S/O HIGHLAND VLY (Lat: 33.031256, Lng: -116.956358), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 7,800 (year 2038), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: ARCHIE MOORE ROAD
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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 57C0734, Location: 0.15 MI S/O HIGHLAND VLY (Lat: 33.031256, Lng: -116.956358), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 7,800 (year 2038), Features Intersected: SANTA MARIA CREEK, Facility Carried by Structure: ARCHIE MOORE ROAD
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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 57C0738, Location: 0.24 MI NW/O SR 67 (Lat: 33.015842, Lng: -116.911433), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 1,900 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 2,002 (year 2038), Features Intersected: SANTA MARIA CRK S BRNCH, Facility Carried by Structure: HIGHLAND VALLEY RD
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0738, Location: 0.24 MI NW/O SR 67 (Lat: 33.015842, Lng: -116.911433), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 1,900 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 2,002 (year 2038), Features Intersected: SANTA MARIA CRK S BRNCH, Facility Carried by Structure: HIGHLAND VALLEY RD
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0774, Location: 0.4 MI W/O SAN VICENTE (Lat: 33.025644, Lng: -116.872528), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,349 (year 2039), Features Intersected: SANTA MARIA CREEK TRIB, Facility Carried by Structure: HANSON LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.2m (3.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 57C0774, Location: 0.4 MI W/O SAN VICENTE (Lat: 33.025644, Lng: -116.872528), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,349 (year 2039), Features Intersected: SANTA MARIA CREEK TRIB, Facility Carried by Structure: HANSON LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.2m (3.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 57C0862, Location: 650 FT S/O WARNOCK DR (Lat: 33.012942, Lng: -116.866483), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2036), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 57C0862, Location: 650 FT S/O WARNOCK DR (Lat: 33.012942, Lng: -116.866483), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2036), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 57C0863, Location: 100 FT S/O GEM LANE (Lat: 33.010767, Lng: -116.866483), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2039), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 57C0863, Location: 100 FT S/O GEM LANE (Lat: 33.010767, Lng: -116.866483), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2039), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 57C0864, Location: 130 FT E/O VICENTE MEADOW (Lat: 32.997911, Lng: -116.842500), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2039), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 57C0864, Location: 130 FT E/O VICENTE MEADOW (Lat: 32.997911, Lng: -116.842500), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2039), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 57C0865, Location: 70 FT E OF CHUCK WAGON RD (Lat: 32.998181, Lng: -116.847778), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2039), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE 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: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 57C0865, Location: 70 FT E OF CHUCK WAGON RD (Lat: 32.998181, Lng: -116.847778), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2039), Features Intersected: SAN VICENTE CREEK TRIB, Facility Carried by Structure: SAN VICENTE 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: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019