Bridge Statistics for Pasadena, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 232Number of bridges
- 3,068ft / 935mTotal length
- $10,758,000Total costs
- 13,865,314Total average daily traffic
- 685,839Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pasadena
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 61920-1929
- 61930-1939
- 131950-1959
- 51960-1969
- 1841970-1979
- 61980-1989
- 41990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 31960-1969
- 01970-1979
- 11980-1989
- 21990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 2.7%Very good
- 70.0%Good
- 4.5%Satisfactory
- 22.7%Fair
- Bridge Condition - Superstructure
- 0.9%Very good
- 63.6%Good
- 4.5%Satisfactory
- 28.2%Fair
- 2.7%Poor
- Bridge Condition - Substructure
- 1.8%Very good
- 91.8%Good
- 2.7%Satisfactory
- 3.6%Fair
- Bridge Condition - Channel
- 71.0%Excellent
- 22.6%Very good
- 3.2%Good
- 3.2%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 53 0063, Location: 07-LA-002-28.58-PAS (Lat: 34.242042, Lng: -118.189303), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,931 (year 2044), Design Load: H 15, Features Intersected: SLIDE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.580, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 0063, Location: 07-LA-002-28.58-PAS (Lat: 34.242042, Lng: -118.189303), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,931 (year 2044), Design Load: H 15, Features Intersected: SLIDE CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.580, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0086, Location: 07-LA-002-29.55 (Lat: 34.252136, Lng: -118.197364), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,899 (year 2044), Design Load: H 15, Features Intersected: FERN CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.550, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 10, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 0086, Location: 07-LA-002-29.55 (Lat: 34.252136, Lng: -118.197364), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,899 (year 2044), Design Load: H 15, Features Intersected: FERN CANYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.550, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 10, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0088, Location: 07-LA-002-29.08-PAS (Lat: 34.248067, Lng: -118.193092), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,899 (year 2044), Design Load: H 15, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.080, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 0088, Location: 07-LA-002-29.08-PAS (Lat: 34.248067, Lng: -118.193092), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 9,899 (year 2044), Design Load: H 15, Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.080, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0162, Location: 07-LA-005-22.26-LA (Lat: 34.099236, Lng: -118.247089), Route carried "on" structure: Interstate 5, Year Built: 1961, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 283,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 308,722 (year 2040), Design Load: HS 20, Features Intersected: NEWELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.260, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0162, Location: 07-LA-005-22.26-LA (Lat: 34.099236, Lng: -118.247089), Route carried "on" structure: Interstate 5, Year Built: 1961, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 283,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 308,722 (year 2040), Design Load: HS 20, Features Intersected: NEWELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.260, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0166, Location: 07-LA-134-R12.57-PAS (Lat: 34.144611, Lng: -118.167686), Route carried "on" structure: State highway 134, Year Built: 1953, Year Reconstructed: 1971, Status: Open, Structure Length: 41.04m (134.65ft), Average Daily Traffic: 220,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 220,826 (year 2040), Design Load: HS 20, Features Intersected: ARROYO SECO & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.570, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 97.5m (319.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 48.2m (158.1ft), Out-to-Out Width: 49.9m (163.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0166, Location: 07-LA-134-R12.57-PAS (Lat: 34.144611, Lng: -118.167686), Route carried "on" structure: State highway 134, Year Built: 1953, Year Reconstructed: 1971, Status: Open, Structure Length: 41.04m (134.65ft), Average Daily Traffic: 220,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 220,826 (year 2040), Design Load: HS 20, Features Intersected: ARROYO SECO & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.570, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 97.5m (319.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 48.2m (158.1ft), Out-to-Out Width: 49.9m (163.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0579, Location: 07-LA-210-R21.84-PAS (Lat: 34.186411, Lng: -118.179083), Route carried "on" structure: Interstate 210, Year Built: 1974, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 113,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 129,673 (year 2038), Design Load: HS 20+Mod, Features Intersected: FLINT CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.840, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 44.5m (146.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0579, Location: 07-LA-210-R21.84-PAS (Lat: 34.186411, Lng: -118.179083), Route carried "on" structure: Interstate 210, Year Built: 1974, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 113,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 129,673 (year 2038), Design Load: HS 20+Mod, Features Intersected: FLINT CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.840, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 44.5m (146.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1957K, Location: 07-LA-210-R29.49-PAS (Lat: 34.148803, Lng: -118.074011), Route carried "on" structure: Ramp Interstate 210, Year Built: 1971, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 3,050 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 2,576 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.490, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1957K, Location: 07-LA-210-R29.49-PAS (Lat: 34.148803, Lng: -118.074011), Route carried "on" structure: Ramp Interstate 210, Year Built: 1971, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 3,050 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 2,576 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.490, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1957L, Location: 07-LA-210-R29.49-PAS (Lat: 34.148417, Lng: -118.073558), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 147,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.490, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1957L, Location: 07-LA-210-R29.49-PAS (Lat: 34.148417, Lng: -118.073558), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 147,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.490, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1957R, Location: 07-LA-210-R29.49-PAS (Lat: 34.148053, Lng: -118.073561), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 147,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.490, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1957R, Location: 07-LA-210-R29.49-PAS (Lat: 34.148053, Lng: -118.073561), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 147,000 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROSEMEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.490, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1966L, Location: 07-LA-210-R29.29-PAS (Lat: 34.147831, Lng: -118.082339), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2041), Design Load: HS 20, Features Intersected: SIERRA MADRE VILLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1966L, Location: 07-LA-210-R29.29-PAS (Lat: 34.147831, Lng: -118.082339), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2041), Design Load: HS 20, Features Intersected: SIERRA MADRE VILLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1966R, Location: 07-LA-210-R29.29-PAS (Lat: 34.147453, Lng: -118.082231), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2041), Design Load: HS 20, Features Intersected: SIERRA MADRE VILLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1966R, Location: 07-LA-210-R29.29-PAS (Lat: 34.147453, Lng: -118.082231), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2041), Design Load: HS 20, Features Intersected: SIERRA MADRE VILLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2040R, Location: 07-LA-210-R27.41-PAS (Lat: 34.152167, Lng: -118.113494), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2042), Design Load: HS 20, Features Intersected: ALLEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.410, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2040R, Location: 07-LA-210-R27.41-PAS (Lat: 34.152167, Lng: -118.113494), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2042), Design Load: HS 20, Features Intersected: ALLEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.410, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2041L, Location: 07-LA-210-R27.81-PAS (Lat: 34.152569, Lng: -118.106525), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2042), Design Load: HS 20, Features Intersected: CRAIG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.810, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2041L, Location: 07-LA-210-R27.81-PAS (Lat: 34.152569, Lng: -118.106525), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2042), Design Load: HS 20, Features Intersected: CRAIG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.810, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2041R, Location: 07-LA-210-R27.81-PAS (Lat: 34.152197, Lng: -118.106528), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2042), Design Load: HS 20, Features Intersected: CRAIG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.810, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.0m (154.2ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2041R, Location: 07-LA-210-R27.81-PAS (Lat: 34.152197, Lng: -118.106528), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2042), Design Load: HS 20, Features Intersected: CRAIG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.810, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.0m (154.2ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2045R, Location: 07-LA-210-R29.09-PAS (Lat: 34.148167, Lng: -118.085139), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.090, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.5 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 53 2045R, Location: 07-LA-210-R29.09-PAS (Lat: 34.148167, Lng: -118.085139), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2041), Design Load: HS 20, Features Intersected: ABANDONED RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.090, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.5 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 53 2084L, Location: 07-LA-210-R26.94-PAS (Lat: 34.152353, Lng: -118.121675), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.940, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2084L, Location: 07-LA-210-R26.94-PAS (Lat: 34.152353, Lng: -118.121675), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.940, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2084R, Location: 07-LA-210-R26.94-PAS (Lat: 34.152000, Lng: -118.121681), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.940, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2084R, Location: 07-LA-210-R26.94-PAS (Lat: 34.152000, Lng: -118.121681), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.940, Lanes on structure: 5, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2093L, Location: 07-LA-210-R27.18-PAS (Lat: 34.152422, Lng: -118.117592), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: SIERRA BONITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.180, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2093L, Location: 07-LA-210-R27.18-PAS (Lat: 34.152422, Lng: -118.117592), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: SIERRA BONITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.180, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2093R, Location: 07-LA-210-R27.18-PAS (Lat: 34.152028, Lng: -118.117594), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: SIERRA BONITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.180, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2093R, Location: 07-LA-210-R27.18-PAS (Lat: 34.152028, Lng: -118.117594), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2042), Design Load: HS 20, Features Intersected: SIERRA BONITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.180, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2097, Location: 07-LA-134-R12.36-PAS (Lat: 34.143489, Lng: -118.171089), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 8,716 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 9,469 (year 2042), Design Load: HS 20, Features Intersected: STATE ROUTE 134, Facility Carried by Structure: SAN RAFAEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.8m (94.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2097, Location: 07-LA-134-R12.36-PAS (Lat: 34.143489, Lng: -118.171089), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 8,716 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 9,469 (year 2042), Design Load: HS 20, Features Intersected: STATE ROUTE 134, Facility Carried by Structure: SAN RAFAEL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.8m (94.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2099L, Location: 07-LA-210-R28.87-PAS (Lat: 34.150253, Lng: -118.088692), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2041), Design Load: HS 20, Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2099L, Location: 07-LA-210-R28.87-PAS (Lat: 34.150253, Lng: -118.088692), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 144,910 (year 2041), Design Load: HS 20, Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2099R, Location: 07-LA-210-R28.87-PAS (Lat: 34.150239, Lng: -118.089342), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2041), Design Load: HS 20, Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2099R, Location: 07-LA-210-R28.87-PAS (Lat: 34.150239, Lng: -118.089342), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 147,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,832 (year 2041), Design Load: HS 20, Features Intersected: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.870, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2150L, Location: 07-LA-057-R4.44L-DMBR (Lat: 34.001117, Lng: -117.835769), Route carried "on" structure: State highway 57, Year Built: 1972, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 99,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 116,766 (year 2040), Design Load: HS 20, Features Intersected: SR 60, CO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.440, Lanes on structure: 3, Lanes under structure: 14, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2150L, Location: 07-LA-057-R4.44L-DMBR (Lat: 34.001117, Lng: -117.835769), Route carried "on" structure: State highway 57, Year Built: 1972, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 99,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 116,766 (year 2040), Design Load: HS 20, Features Intersected: SR 60, CO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.440, Lanes on structure: 3, Lanes under structure: 14, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2153, Location: 07-LA-210-R22.49-PAS (Lat: 34.181639, Lng: -118.169122), Route carried "on" structure: City street Q303, Year Built: 1973, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 26,325 (year 2042), Design Load: HS 20, Features Intersected: ROUTE 210, Facility Carried by Structure: ARROYO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2153, Location: 07-LA-210-R22.49-PAS (Lat: 34.181639, Lng: -118.169122), Route carried "on" structure: City street Q303, Year Built: 1973, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 17,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 26,325 (year 2042), Design Load: HS 20, Features Intersected: ROUTE 210, Facility Carried by Structure: ARROYO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2154, Location: 07-LA-210-R22.84-PAS (Lat: 34.177733, Lng: -118.164608), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: CASITAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.840, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 49.5m (162.4ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2154, Location: 07-LA-210-R22.84-PAS (Lat: 34.177733, Lng: -118.164608), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: CASITAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.840, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 49.5m (162.4ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2155, Location: 07-LA-210-R23.19-PAS (Lat: 34.174039, Lng: -118.159928), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 16.79m (55.09ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: LINCOLN - HOWARD UC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.190, Lanes on structure: 9, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.9m (157.2ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 48.0m (157.5ft), Out-to-Out Width: 49.2m (161.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2155, Location: 07-LA-210-R23.19-PAS (Lat: 34.174039, Lng: -118.159928), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 16.79m (55.09ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: LINCOLN - HOWARD UC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.190, Lanes on structure: 9, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.9m (157.2ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 48.0m (157.5ft), Out-to-Out Width: 49.2m (161.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2156K, Location: 07-LA-210-R23.22-PAS (Lat: 34.173606, Lng: -118.158642), Route carried "on" structure: Bypass Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 10,747 (year 2042), Design Load: HS 20, Features Intersected: HOWARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.220, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2156K, Location: 07-LA-210-R23.22-PAS (Lat: 34.173606, Lng: -118.158642), Route carried "on" structure: Bypass Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 10,747 (year 2042), Design Load: HS 20, Features Intersected: HOWARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.220, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2157, Location: 07-LA-210-R23.55-PAS (Lat: 34.169772, Lng: -118.158119), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20+Mod, Features Intersected: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.550, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 50.7m (166.3ft), Out-to-Out Width: 52.4m (171.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2157, Location: 07-LA-210-R23.55-PAS (Lat: 34.169772, Lng: -118.158119), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20+Mod, Features Intersected: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.550, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 50.7m (166.3ft), Out-to-Out Width: 52.4m (171.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2158, Location: 07-LA-210-R23.80-PAS (Lat: 34.166167, Lng: -118.158400), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: HAMMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.800, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 54.2m (177.8ft), Out-to-Out Width: 55.3m (181.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2158, Location: 07-LA-210-R23.80-PAS (Lat: 34.166167, Lng: -118.158400), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: HAMMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.800, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 54.2m (177.8ft), Out-to-Out Width: 55.3m (181.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2159, Location: 07-LA-210-R24.06-PAS (Lat: 34.162389, Lng: -118.158728), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: MOUNTAIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.060, Lanes on structure: 10, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.4m (171.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2159, Location: 07-LA-210-R24.06-PAS (Lat: 34.162389, Lng: -118.158728), Route carried "on" structure: Interstate 210, Year Built: 1973, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 111,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 235,951 (year 2042), Design Load: HS 20, Features Intersected: MOUNTAIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.060, Lanes on structure: 10, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.4m (171.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2160S, Location: 07-LA-210-R24.17-PAS (Lat: 34.161244, Lng: -118.159044), Route carried "on" structure: Bypass Interstate 210, Year Built: 1973, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,856 (year 2042), Design Load: HS 20, Features Intersected: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.170, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2160S, Location: 07-LA-210-R24.17-PAS (Lat: 34.161244, Lng: -118.159044), Route carried "on" structure: Bypass Interstate 210, Year Built: 1973, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,856 (year 2042), Design Load: HS 20, Features Intersected: LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.170, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2173, Location: 07-LA-210-R22.14-PAS (Lat: 34.183408, Lng: -118.174328), Route carried "on" structure: Interstate 210, Year Built: 1974, Status: Open, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 113,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 129,673 (year 2038), Design Load: HS 20, Features Intersected: ARROYO SECO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.140, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2173, Location: 07-LA-210-R22.14-PAS (Lat: 34.183408, Lng: -118.174328), Route carried "on" structure: Interstate 210, Year Built: 1974, Status: Open, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 113,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 129,673 (year 2038), Design Load: HS 20, Features Intersected: ARROYO SECO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.140, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2195, Location: 07-LA-210-R24.64-PAS (Lat: 34.154567, Lng: -118.156644), Route carried "on" structure: City street L508, Year Built: 1973, Status: Open, Structure Length: 13.67m (44.85ft), Average Daily Traffic: 7,900 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 11,517 (year 2042), Design Load: HS 20+Mod, Features Intersected: I 210 & CONNECTORS, Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 59.4m (194.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2195, Location: 07-LA-210-R24.64-PAS (Lat: 34.154567, Lng: -118.156644), Route carried "on" structure: City street L508, Year Built: 1973, Status: Open, Structure Length: 13.67m (44.85ft), Average Daily Traffic: 7,900 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 11,517 (year 2042), Design Load: HS 20+Mod, Features Intersected: I 210 & CONNECTORS, Facility Carried by Structure: ORANGE GROVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 59.4m (194.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2197K, Location: 07-LA-134-R12.90-PAS (Lat: 34.146231, Lng: -118.164347), Route carried "on" structure: Ramp State highway 134, Year Built: 1971, Status: Open, Structure Length: 25.27m (82.91ft), Average Daily Traffic: 4,524 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 6,886 (year 2042), Design Load: HS 20, Features Intersected: ST RTE 134 & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.900, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2197K, Location: 07-LA-134-R12.90-PAS (Lat: 34.146231, Lng: -118.164347), Route carried "on" structure: Ramp State highway 134, Year Built: 1971, Status: Open, Structure Length: 25.27m (82.91ft), Average Daily Traffic: 4,524 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 6,886 (year 2042), Design Load: HS 20, Features Intersected: ST RTE 134 & STREETS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.900, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2220F, Location: 07-LA-210-R18.77-GNDL (Lat: 34.205617, Lng: -118.219022), Route carried "on" structure: Ramp Interstate 210, Year Built: 1972, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,795 (year 2041), Design Load: HS 20, Features Intersected: VERDUGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.770, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2220F, Location: 07-LA-210-R18.77-GNDL (Lat: 34.205617, Lng: -118.219022), Route carried "on" structure: Ramp Interstate 210, Year Built: 1972, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,795 (year 2041), Design Load: HS 20, Features Intersected: VERDUGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.770, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2226, Location: 07-LA-134-R12.90-PAS (Lat: 34.145658, Lng: -118.162575), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,400 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,874 (year 2042), Design Load: HS 20, Features Intersected: E134-COLORADO BL OFF-RMP, Facility Carried by Structure: COLORADO BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2226, Location: 07-LA-134-R12.90-PAS (Lat: 34.145658, Lng: -118.162575), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,400 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,874 (year 2042), Design Load: HS 20, Features Intersected: E134-COLORADO BL OFF-RMP, Facility Carried by Structure: COLORADO BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2251, Location: 07-LA-210-R11.08-LA (Lat: 34.260006, Lng: -118.330519), Route carried "on" structure: Interstate 210, Year Built: 1980, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 113,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 120,623 (year 2041), Design Load: HS 20, Features Intersected: SUNLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.080, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.1m (170.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 52.1m (170.9ft), Out-to-Out Width: 53.8m (176.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2251, Location: 07-LA-210-R11.08-LA (Lat: 34.260006, Lng: -118.330519), Route carried "on" structure: Interstate 210, Year Built: 1980, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 113,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 120,623 (year 2041), Design Load: HS 20, Features Intersected: SUNLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.080, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.1m (170.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 52.1m (170.9ft), Out-to-Out Width: 53.8m (176.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2253K, Location: 07-LA-134-R13.08-PAS (Lat: 34.147750, Lng: -118.160264), Route carried "on" structure: Ramp State highway 134, Year Built: 1974, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 4,501 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 5,165 (year 2042), Design Load: HS 20, Features Intersected: E210-W134 & N710-W134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.080, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2253K, Location: 07-LA-134-R13.08-PAS (Lat: 34.147750, Lng: -118.160264), Route carried "on" structure: Ramp State highway 134, Year Built: 1974, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 4,501 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 5,165 (year 2042), Design Load: HS 20, Features Intersected: E210-W134 & N710-W134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.080, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2254, Location: 07-LA-210-R24.58-PAS (Lat: 34.152075, Lng: -118.153547), Route carried "on" structure: City street Q486, Year Built: 1975, Status: Open, Structure Length: 29.06m (95.34ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,708 (year 2042), Design Load: HS 20, Features Intersected: I-210 & I-710 CONN, Facility Carried by Structure: MAPLE ST
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2254, Location: 07-LA-210-R24.58-PAS (Lat: 34.152075, Lng: -118.153547), Route carried "on" structure: City street Q486, Year Built: 1975, Status: Open, Structure Length: 29.06m (95.34ft), Average Daily Traffic: 1,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,708 (year 2042), Design Load: HS 20, Features Intersected: I-210 & I-710 CONN, Facility Carried by Structure: MAPLE ST
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2255F, Location: 07-LA-210-R25.10-PAS (Lat: 34.151392, Lng: -118.154206), Route carried "on" structure: Ramp Interstate 210, Year Built: 1974, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 15,200 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 21,188 (year 2042), Design Load: HS 20, Features Intersected: ROUTE 210 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.100, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2255F, Location: 07-LA-210-R25.10-PAS (Lat: 34.151392, Lng: -118.154206), Route carried "on" structure: Ramp Interstate 210, Year Built: 1974, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 15,200 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 21,188 (year 2042), Design Load: HS 20, Features Intersected: ROUTE 210 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.100, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place