Bridge Statistics for Poway, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 194ft / 59.5mTotal length
- 212,062Total average daily traffic
- 6,076Total average daily truck traffic
- 239,868Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Poway
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 21960-1969
- 141970-1979
- 121980-1989
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Channel
- 25.8%Excellent
- 22.6%Very good
- 45.2%Satisfactory
- 3.2%Fair
- 3.2%Poor
- Bridge Condition - Culverts
- 77.8%Good
- 22.2%Satisfactory
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Structure Number: 57C0108, Location: 0.36MI S/O POMERADO RD (Lat: 32.939603, Lng: -117.065833), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 657 (year 2042), Features Intersected: BEELER CREEK, Facility Carried by Structure: OLD POMERADO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0108, Location: 0.36MI S/O POMERADO RD (Lat: 32.939603, Lng: -117.065833), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 657 (year 2042), Features Intersected: BEELER CREEK, Facility Carried by Structure: OLD POMERADO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0109, Location: 0.2MI S/O POWAY RD (Lat: 32.948728, Lng: -117.062375), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 20,500 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 21,424 (year 2042), Features Intersected: POWAY CREEK, Facility Carried by Structure: POMERADO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Poor, 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: November 2020
Structure Number: 57C0109, Location: 0.2MI S/O POWAY RD (Lat: 32.948728, Lng: -117.062375), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 20,500 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 21,424 (year 2042), Features Intersected: POWAY CREEK, Facility Carried by Structure: POMERADO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Poor, 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: November 2020
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Structure Number: 57C0281, Location: 100FT E/O TARASCAN DR. (Lat: 32.956392, Lng: -117.046186), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 33,122 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 36,000 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: POWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.3m (92.8ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0281, Location: 100FT E/O TARASCAN DR. (Lat: 32.956392, Lng: -117.046186), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 33,122 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 36,000 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: POWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.3m (92.8ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0362, Location: 2.6 MI S/O SR 76 (Lat: 33.198989, Lng: -116.758661), Route carried "on" structure: County highway , Year Built: 1943, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 129 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2039), Features Intersected: SCHOLDER CREEK, Facility Carried by Structure: MESA GRANDE 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.9 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0362, Location: 2.6 MI S/O SR 76 (Lat: 33.198989, Lng: -116.758661), Route carried "on" structure: County highway , Year Built: 1943, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 129 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2039), Features Intersected: SCHOLDER CREEK, Facility Carried by Structure: MESA GRANDE 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.9 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0364, Location: 0.65MI E/O POWAY RD (Lat: 32.956111, Lng: -117.012847), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,200 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 4,809 (year 2038), Features Intersected: LOS PENASQUITOS CRK TRIB, Facility Carried by Structure: GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.2m (63.0ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0364, Location: 0.65MI E/O POWAY RD (Lat: 32.956111, Lng: -117.012847), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,200 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 4,809 (year 2038), Features Intersected: LOS PENASQUITOS CRK TRIB, Facility Carried by Structure: GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.2m (46.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.2m (63.0ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0365, Location: 0.9MI E/O POWAY RD (Lat: 32.956111, Lng: -117.008558), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 6,700 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 7,482 (year 2038), Features Intersected: LOS PENASQUITOS CREEK, Facility Carried by Structure: GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020
Structure Number: 57C0365, Location: 0.9MI E/O POWAY RD (Lat: 32.956111, Lng: -117.008558), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 6,700 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 7,482 (year 2038), Features Intersected: LOS PENASQUITOS CREEK, Facility Carried by Structure: GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020
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Structure Number: 57C0373, Location: 3.2 MI S/O SR 67 (Lat: 32.971719, Lng: -116.915731), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 3,372 (year 2041), Features Intersected: SAN VICENTE CREEK, Facility Carried by Structure: MUSSEY GRADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C0373, Location: 3.2 MI S/O SR 67 (Lat: 32.971719, Lng: -116.915731), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 3,372 (year 2041), Features Intersected: SAN VICENTE CREEK, Facility Carried by Structure: MUSSEY GRADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C038, Location: 500FT S/O CENTRAL AVE (Lat: 32.667397, Lng: -117.021769), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,700 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 2,137 (year 2038), Features Intersected: SWEETWATER RIV TRIBUTARY, Facility Carried by Structure: BONITA GLEN TERRAC
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C038, Location: 500FT S/O CENTRAL AVE (Lat: 32.667397, Lng: -117.021769), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,700 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 2,137 (year 2038), Features Intersected: SWEETWATER RIV TRIBUTARY, Facility Carried by Structure: BONITA GLEN TERRAC
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0389, Location: 300FT E/O POMERADO RD (Lat: 32.956839, Lng: -117.061456), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,130 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,351 (year 2038), Features Intersected: POMERADO CREEK, Facility Carried by Structure: MCFERON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very 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: 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: November 2020
Structure Number: 57C0389, Location: 300FT E/O POMERADO RD (Lat: 32.956839, Lng: -117.061456), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,130 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,351 (year 2038), Features Intersected: POMERADO CREEK, Facility Carried by Structure: MCFERON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very 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: 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: November 2020
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Structure Number: 57C0391, Location: 0.15MI S/O GARDEN RD (Lat: 32.953550, Lng: -117.018289), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,817 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: STANDISH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0391, Location: 0.15MI S/O GARDEN RD (Lat: 32.953550, Lng: -117.018289), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,817 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: STANDISH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0392, Location: 125FT E/O FLORAL AVE (Lat: 32.958261, Lng: -117.012842), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 129 (year 2038), Features Intersected: LOS PENASQUITOS CRK TRIB, Facility Carried by Structure: FAIRBURN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0392, Location: 125FT E/O FLORAL AVE (Lat: 32.958261, Lng: -117.012842), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 129 (year 2038), Features Intersected: LOS PENASQUITOS CRK TRIB, Facility Carried by Structure: FAIRBURN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0393, Location: 0.08MI S/O POWAY RD (Lat: 32.954956, Lng: -117.033797), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 750 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,066 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: GATE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0393, Location: 0.08MI S/O POWAY RD (Lat: 32.954956, Lng: -117.033797), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 750 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,066 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: GATE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0395, Location: 0.3MI E/O VALLE VERDE DR (Lat: 33.015736, Lng: -117.041539), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 360 (year 2042), Features Intersected: GREEN VALLEY CREEK, Facility Carried by Structure: CALLE COLINA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020
Structure Number: 57C0395, Location: 0.3MI E/O VALLE VERDE DR (Lat: 33.015736, Lng: -117.041539), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 360 (year 2042), Features Intersected: GREEN VALLEY CREEK, Facility Carried by Structure: CALLE COLINA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020
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Structure Number: 57C043, Location: 1.6MI S/O CORONADO AVE (Lat: 32.550822, Lng: -117.084056), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 24.93m (81.79ft), Average Daily Traffic: 1,279 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,464 (year 2040), Design Load: HS 20, Features Intersected: TIJUANA RIVER, Facility Carried by Structure: HOLLISTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 43, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C043, Location: 1.6MI S/O CORONADO AVE (Lat: 32.550822, Lng: -117.084056), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 24.93m (81.79ft), Average Daily Traffic: 1,279 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,464 (year 2040), Design Load: HS 20, Features Intersected: TIJUANA RIVER, Facility Carried by Structure: HOLLISTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 43, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57C0439, Location: AT ROBISON BLVD (Lat: 32.954917, Lng: -117.062564), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 20,598 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 26,524 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: POMERADO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 29.6m (97.1ft)
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: 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: November 2020
Structure Number: 57C0439, Location: AT ROBISON BLVD (Lat: 32.954917, Lng: -117.062564), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 20,598 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 26,524 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: POMERADO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 29.6m (97.1ft)
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: 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: November 2020
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Structure Number: 57C0593, Location: AT POMERADO ROAD (Lat: 32.934917, Lng: -117.059797), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 43,631 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 49,179 (year 2042), Features Intersected: BEELER CREEK, Facility Carried by Structure: SCRIPPS POWAY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.6m (5.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 57C0593, Location: AT POMERADO ROAD (Lat: 32.934917, Lng: -117.059797), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 43,631 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 49,179 (year 2042), Features Intersected: BEELER CREEK, Facility Carried by Structure: SCRIPPS POWAY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.6m (5.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 57C061, Location: 0.2MI S/O ESPOLA RD (Lat: 33.015214, Lng: -117.039689), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,430 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,754 (year 2042), Features Intersected: GREEN VALLEY CREEK, Facility Carried by Structure: MARTINCOIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C061, Location: 0.2MI S/O ESPOLA RD (Lat: 33.015214, Lng: -117.039689), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,430 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 2,754 (year 2042), Features Intersected: GREEN VALLEY CREEK, Facility Carried by Structure: MARTINCOIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0611, Location: 0.36MI S/O ESPOLA RD (Lat: 33.013122, Lng: -117.033664), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 655 (year 2042), Features Intersected: GREEN VALLEY CREEK, Facility Carried by Structure: ORCHARD BEND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020
Structure Number: 57C0611, Location: 0.36MI S/O ESPOLA RD (Lat: 33.013122, Lng: -117.033664), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 655 (year 2042), Features Intersected: GREEN VALLEY CREEK, Facility Carried by Structure: ORCHARD BEND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020
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Structure Number: 57C0612, Location: 300FT E/O POMERADO RD (Lat: 32.969933, Lng: -117.061450), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,690 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: HOLLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0612, Location: 300FT E/O POMERADO RD (Lat: 32.969933, Lng: -117.061450), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,690 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: HOLLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0613, Location: 300FT E/O POMERADO RD (Lat: 32.966075, Lng: -117.061483), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,696 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: VAUGHAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0613, Location: 300FT E/O POMERADO RD (Lat: 32.966075, Lng: -117.061483), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,696 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: VAUGHAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0614, Location: 300FT E/O POMERADO RD (Lat: 32.959586, Lng: -117.061486), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,356 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: TASSEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57C0614, Location: 300FT E/O POMERADO RD (Lat: 32.959586, Lng: -117.061486), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,356 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: TASSEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 57C0615, Location: 0.1MI E/O POWAY RD (Lat: 32.950144, Lng: -117.065869), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,250 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 9,878 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: OAK KNOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 57C0615, Location: 0.1MI E/O POWAY RD (Lat: 32.950144, Lng: -117.065869), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,250 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 9,878 (year 2042), Features Intersected: POMERADO CREEK, Facility Carried by Structure: OAK KNOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 57C0616, Location: 0.18MI S/O POWAY RD (Lat: 32.953664, Lng: -117.040656), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1987, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 27,642 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 30,541 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: COMMUNITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.5m (86.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0616, Location: 0.18MI S/O POWAY RD (Lat: 32.953664, Lng: -117.040656), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1987, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 27,642 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 30,541 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: COMMUNITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.5m (86.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0617, Location: 375FT S/O POWAY RD (Lat: 32.955214, Lng: -117.036681), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 640 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: MIDLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 23.0m (75.5ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 57C0617, Location: 375FT S/O POWAY RD (Lat: 32.955214, Lng: -117.036681), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 640 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: MIDLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 23.0m (75.5ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 57C0618, Location: 0.12MI E/O TARASCAN RD (Lat: 32.957933, Lng: -117.044789), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: WANESTA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, 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), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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: 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: November 2020
Structure Number: 57C0618, Location: 0.12MI E/O TARASCAN RD (Lat: 32.957933, Lng: -117.044789), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: WANESTA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, 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), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Excellent, Culverts: Satisfactory, 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: 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: November 2020
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Structure Number: 57C0619, Location: 0.12MI E/O COMMUNITY RD (Lat: 32.959997, Lng: -117.038556), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,202 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,747 (year 2038), Features Intersected: WILLOW CREEK, Facility Carried by Structure: HILLEARY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 17.9m (58.7ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 57C0619, Location: 0.12MI E/O COMMUNITY RD (Lat: 32.959997, Lng: -117.038556), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,202 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 5,747 (year 2038), Features Intersected: WILLOW CREEK, Facility Carried by Structure: HILLEARY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 17.9m (58.7ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 57C0621, Location: 0.13MI S/O TWIN PEAKS RD (Lat: 32.976078, Lng: -117.027597), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,201 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,572 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: TIERRA BONITA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 18.3m (60.0ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57C0621, Location: 0.13MI S/O TWIN PEAKS RD (Lat: 32.976078, Lng: -117.027597), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,201 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,572 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: TIERRA BONITA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 18.3m (60.0ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57C0622, Location: 0.11MI S/O TWIN PEAKS RD (Lat: 32.976372, Lng: -117.023028), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 17,918 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 19,304 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: ESPOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Channel: Very good, 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: 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: November 2020
Structure Number: 57C0622, Location: 0.11MI S/O TWIN PEAKS RD (Lat: 32.976372, Lng: -117.023028), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 17,918 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 19,304 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: ESPOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Channel: Very good, 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: 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: November 2020
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Structure Number: 57C0623, Location: 0.18MI S/O TWIN PEAKS RD (Lat: 32.975275, Lng: -117.015375), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 625 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: RANGE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 10.7m (35.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 57C0623, Location: 0.18MI S/O TWIN PEAKS RD (Lat: 32.975275, Lng: -117.015375), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 625 (year 2038), Features Intersected: RATTLESNAKE CREEK, Facility Carried by Structure: RANGE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 10.7m (35.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 57C0624, Location: 60FT N/O GARDEN RD (Lat: 32.958056, Lng: -117.004086), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 730 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 855 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: SYCAMORE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: November 2020
Structure Number: 57C0624, Location: 60FT N/O GARDEN RD (Lat: 32.958056, Lng: -117.004086), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 730 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 855 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: SYCAMORE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: November 2020
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Structure Number: 57C0625, Location: 200FT S/O HIDDEN VALLEY D (Lat: 32.960950, Lng: -116.998647), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,380 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,504 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020
Structure Number: 57C0625, Location: 200FT S/O HIDDEN VALLEY D (Lat: 32.960950, Lng: -116.998647), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,380 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,504 (year 2038), Features Intersected: POWAY CREEK, Facility Carried by Structure: GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: November 2020