Bridge Statistics for Hemet, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 56ft / 17.1mTotal length
- 134,080Total average daily traffic
- 4,756Total average daily truck traffic
- 212,785Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hemet
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21960-1969
- 81970-1979
- 11980-1989
- 22000-2009
- 12020-2022
- Bridge Condition - Deck
- 25.0%Good
- 75.0%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 75.0%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 87.5%Good
- Bridge Condition - Channel
- 82.4%Excellent
- 17.6%Very good
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Structure Number: 56C0166, Location: 0.4 MI. N/O STETSON AVE. (Lat: 33.734497, Lng: -117.006517), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 28,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 39,123 (year 2043), Features Intersected: HEMET CHANNEL, Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 22 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: 0.2m (0.7ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 28.0m (91.9ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 56C0166, Location: 0.4 MI. N/O STETSON AVE. (Lat: 33.734497, Lng: -117.006517), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 28,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 39,123 (year 2043), Features Intersected: HEMET CHANNEL, Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 22 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: 0.2m (0.7ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 28.0m (91.9ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 56C021, Location: 0.3 MI. N/O LIMONITE AVE. (Lat: 33.993969, Lng: -117.424386), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,189 (year 2040), Features Intersected: SUNNYSLOPE STORM CHAN, Facility Carried by Structure: PACIFIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 56C021, Location: 0.3 MI. N/O LIMONITE AVE. (Lat: 33.993969, Lng: -117.424386), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,189 (year 2040), Features Intersected: SUNNYSLOPE STORM CHAN, Facility Carried by Structure: PACIFIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 56C0219, Location: 25' N/O STETSON AVENUE (Lat: 33.729489, Lng: -117.006525), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 29,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 39,385 (year 2043), Design Load: H 20, Features Intersected: STETSON CHANNEL, Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0219, Location: 25' N/O STETSON AVENUE (Lat: 33.729489, Lng: -117.006525), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 29,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 39,385 (year 2043), Design Load: H 20, Features Intersected: STETSON CHANNEL, Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0221, Location: 0.47 MI. N/O STETSON AVE. (Lat: 33.736500, Lng: -116.997614), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 17,388 (year 2043), Design Load: H 20, Features Intersected: WHITTIER AVENUE CHANNEL, Facility Carried by Structure: KIRBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0221, Location: 0.47 MI. N/O STETSON AVE. (Lat: 33.736500, Lng: -116.997614), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 17,388 (year 2043), Design Load: H 20, Features Intersected: WHITTIER AVENUE CHANNEL, Facility Carried by Structure: KIRBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0223, Location: 0.47 MI. S/O RTE. 74 HWY. (Lat: 33.741028, Lng: -116.988997), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,400 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 17,505 (year 2043), Features Intersected: HEMET CHANNEL, Facility Carried by Structure: LYON AVENUE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0223, Location: 0.47 MI. S/O RTE. 74 HWY. (Lat: 33.741028, Lng: -116.988997), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,400 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 17,505 (year 2043), Features Intersected: HEMET CHANNEL, Facility Carried by Structure: LYON AVENUE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C023, Location: 50' N/O STETSON AVENUE (Lat: 33.729472, Lng: -117.015258), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,409 (year 2037), Design Load: H 20, Features Intersected: STETSON AVENUE CHANNEL, Facility Carried by Structure: CAWSTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C023, Location: 50' N/O STETSON AVENUE (Lat: 33.729472, Lng: -117.015258), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 8,409 (year 2037), Design Load: H 20, Features Intersected: STETSON AVENUE CHANNEL, Facility Carried by Structure: CAWSTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0263, Location: 25' N/O STETSON AVENUE (Lat: 33.729492, Lng: -116.988919), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,752 (year 2043), Design Load: H 20, Features Intersected: STETSON CHANNEL, Facility Carried by Structure: LYON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0263, Location: 25' N/O STETSON AVENUE (Lat: 33.729492, Lng: -116.988919), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,752 (year 2043), Design Load: H 20, Features Intersected: STETSON CHANNEL, Facility Carried by Structure: LYON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0264, Location: 25' N/O STETSON AVENUE (Lat: 33.729506, Lng: -116.985017), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,188 (year 2043), Design Load: H 20, Features Intersected: STETSON CHANNEL, Facility Carried by Structure: ELK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56C0264, Location: 25' N/O STETSON AVENUE (Lat: 33.729506, Lng: -116.985017), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,188 (year 2043), Design Load: H 20, Features Intersected: STETSON CHANNEL, Facility Carried by Structure: ELK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0345, Location: AT WHITTIER AVENUE (Lat: 33.736539, Lng: -116.991547), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,361 (year 2043), Design Load: H 20, Features Intersected: WHITTIER AVENUE CHANNEL, Facility Carried by Structure: ARBOR PARKWAY
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0345, Location: AT WHITTIER AVENUE (Lat: 33.736539, Lng: -116.991547), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,361 (year 2043), Design Load: H 20, Features Intersected: WHITTIER AVENUE CHANNEL, Facility Carried by Structure: ARBOR PARKWAY
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C038, Location: 0.3 MI. W/O SUN CITY BLVD (Lat: 33.721306, Lng: -117.197622), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 1,140 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,074 (year 2036), Features Intersected: GOLF COURSE DRAIN, Facility Carried by Structure: CHAMBERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2018
Structure Number: 56C038, Location: 0.3 MI. W/O SUN CITY BLVD (Lat: 33.721306, Lng: -117.197622), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 1,140 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,074 (year 2036), Features Intersected: GOLF COURSE DRAIN, Facility Carried by Structure: CHAMBERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2018
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Structure Number: 56C0389, Location: 100' E/O MERIDIAN STREET (Lat: 33.760106, Lng: -116.928000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,173 (year 2043), Design Load: H 20, Features Intersected: MERIDIAN STREET CHANNEL, Facility Carried by Structure: SOUTHHAMPTON COURT
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), 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: Fair, Substructure: Very good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56C0389, Location: 100' E/O MERIDIAN STREET (Lat: 33.760106, Lng: -116.928000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,173 (year 2043), Design Load: H 20, Features Intersected: MERIDIAN STREET CHANNEL, Facility Carried by Structure: SOUTHHAMPTON COURT
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), 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: Fair, Substructure: Very good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0541, Location: 0.75 MI N DOMENIGONI PKWY (Lat: 33.714061, Lng: -116.971289), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 7,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 11,185 (year 2037), Design Load: HS 20, Features Intersected: CHANNEL "4B", Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 40.5m (132.9ft)
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: 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: December 2019
Structure Number: 56C0541, Location: 0.75 MI N DOMENIGONI PKWY (Lat: 33.714061, Lng: -116.971289), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 7,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 11,185 (year 2037), Design Load: HS 20, Features Intersected: CHANNEL "4B", Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 40.5m (132.9ft)
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: 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: December 2019
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Structure Number: 56C064, Location: 0.2 MI S/O 7TH STREET (Lat: 33.776839, Lng: -116.980639), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,040 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,053 (year 2038), Design Load: HS 20, Features Intersected: SAN JACINTO MDP LINE "E", Facility Carried by Structure: PALM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 56C064, Location: 0.2 MI S/O 7TH STREET (Lat: 33.776839, Lng: -116.980639), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,040 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 2,053 (year 2038), Design Load: HS 20, Features Intersected: SAN JACINTO MDP LINE "E", Facility Carried by Structure: PALM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 56C0646, Location: 0.7 M E/O WARREN RD (Lat: 33.729278, Lng: -117.020500), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: HEMET CHANNEL, Facility Carried by Structure: STETSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 40.0m (131.2ft)
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: 31.8 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 24 months, Inspection Date: December 2021
Structure Number: 56C0646, Location: 0.7 M E/O WARREN RD (Lat: 33.729278, Lng: -117.020500), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2040), Features Intersected: HEMET CHANNEL, Facility Carried by Structure: STETSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 40.0m (131.2ft)
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: 31.8 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 24 months, Inspection Date: December 2021
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Structure Number: 56C0647, Location: 0.8 M W/O WARREN RD. (Lat: 33.707528, Lng: -117.046028), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14,000 (year 2040), Features Intersected: 2ND SAN DIEGO AQUA CANAL, Facility Carried by Structure: SIMPSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 60.0m (196.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 56C0647, Location: 0.8 M W/O WARREN RD. (Lat: 33.707528, Lng: -117.046028), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14,000 (year 2040), Features Intersected: 2ND SAN DIEGO AQUA CANAL, Facility Carried by Structure: SIMPSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 60.0m (196.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 56C0648, Location: 0.7 M W/O WARREN RD. (Lat: 33.729111, Lng: -117.045028), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 9,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: 2ND SAN DIEGO AQUA CANAL, Facility Carried by Structure: W. STETSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 60.0m (196.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 56C0648, Location: 0.7 M W/O WARREN RD. (Lat: 33.729111, Lng: -117.045028), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 9,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: 2ND SAN DIEGO AQUA CANAL, Facility Carried by Structure: W. STETSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 60.0m (196.9ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 56C0649, Location: 250FT W/O WARREN RD. (Lat: 33.751056, Lng: -117.036944), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: 2ND SAN DIEGO AQUA CANAL, Facility Carried by Structure: DEVONSHIRE AVE
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 40.0m (131.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 56C0649, Location: 250FT W/O WARREN RD. (Lat: 33.751056, Lng: -117.036944), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2040), Features Intersected: 2ND SAN DIEGO AQUA CANAL, Facility Carried by Structure: DEVONSHIRE AVE
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 40.0m (131.2ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021