Bridge Statistics for Duarte, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 95ft / 29.0mTotal length
- 1,487,300Total average daily traffic
- 108,686Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Duarte
- No street view available for this location
- Bridge Condition - Deck
- 87.5%Good
- 12.5%Fair
- Bridge Condition - Superstructure
- 62.5%Good
- 37.5%Fair
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Structure Number: 53 182, Location: 07-LA-210-R34.49-MNRO (Lat: 34.135228, Lng: -117.990922), Route carried "on" structure: Interstate 210, Year Built: 1967, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2042), Design Load: HS 20, Features Intersected: SHAMROCK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.490, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 52.9m (173.6ft), Out-to-Out Width: 54.1m (177.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 47.0 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: 36.3 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 182, Location: 07-LA-210-R34.49-MNRO (Lat: 34.135228, Lng: -117.990922), Route carried "on" structure: Interstate 210, Year Built: 1967, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2042), Design Load: HS 20, Features Intersected: SHAMROCK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.490, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 52.9m (173.6ft), Out-to-Out Width: 54.1m (177.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 47.0 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: 36.3 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1822, Location: 07-LA-210-R35.24-DRT (Lat: 34.135103, Lng: -117.977717), Route carried "on" structure: Interstate 210, Year Built: 1966, Year Reconstructed: 2011, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2043), Design Load: HS 20, Features Intersected: BUENA VISTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.240, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 50.6m (166.0ft)
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: 27.5 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1822, Location: 07-LA-210-R35.24-DRT (Lat: 34.135103, Lng: -117.977717), Route carried "on" structure: Interstate 210, Year Built: 1966, Year Reconstructed: 2011, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2043), Design Load: HS 20, Features Intersected: BUENA VISTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.240, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 50.6m (166.0ft)
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: 27.5 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1823, Location: 07-LA-210-R35.52-DRT (Lat: 34.135261, Lng: -117.972811), Route carried "on" structure: Interstate 210, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2043), Design Load: HS 20, Features Intersected: DUNCANNON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.520, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 56.1m (184.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1823, Location: 07-LA-210-R35.52-DRT (Lat: 34.135261, Lng: -117.972811), Route carried "on" structure: Interstate 210, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2043), Design Load: HS 20, Features Intersected: DUNCANNON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.520, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 56.1m (184.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1824, Location: 07-LA-210-R35.87-DRT (Lat: 34.135333, Lng: -117.966742), Route carried "on" structure: Interstate 210, Year Built: 1964, Year Reconstructed: 2012, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2043), Design Load: HS 20, Features Intersected: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.870, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1824, Location: 07-LA-210-R35.87-DRT (Lat: 34.135333, Lng: -117.966742), Route carried "on" structure: Interstate 210, Year Built: 1964, Year Reconstructed: 2012, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 278,330 (year 2043), Design Load: HS 20, Features Intersected: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.870, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 52.4m (171.9ft), Out-to-Out Width: 53.6m (175.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 195, Location: 07-LA-090-2.33-LA (Lat: 33.987953, Lng: -118.404167), Route carried "on" structure: State highway 90, Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 154,000 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 204,109 (year 2038), Design Load: HS 20, Features Intersected: MESMER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 36 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 54.5m (178.8ft), Out-to-Out Width: 55.2m (181.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 195, Location: 07-LA-090-2.33-LA (Lat: 33.987953, Lng: -118.404167), Route carried "on" structure: State highway 90, Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 154,000 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 204,109 (year 2038), Design Load: HS 20, Features Intersected: MESMER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 36 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 54.5m (178.8ft), Out-to-Out Width: 55.2m (181.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1958K, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956644), Route carried "on" structure: Ramp Interstate 605, Year Built: 1968, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 12,365 (year 2040), Design Load: HS 20, Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.980, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, 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: 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1958K, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956644), Route carried "on" structure: Ramp Interstate 605, Year Built: 1968, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 12,365 (year 2040), Design Load: HS 20, Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.980, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, 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: 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1958R, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956406), Route carried "on" structure: Ramp Interstate 605, Year Built: 1968, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 11,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 12,365 (year 2040), Design Load: HS 20, Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.980, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 49.9 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1958R, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956406), Route carried "on" structure: Ramp Interstate 605, Year Built: 1968, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 11,000 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 12,365 (year 2040), Design Load: HS 20, Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.980, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 49.9 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2969K, Location: 07-LA-210-R36.39-DRT (Lat: 34.136264, Lng: -117.956797), Route carried "on" structure: Ramp Interstate 210, Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 6,000 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 7,141 (year 2043), Design Load: HS 20, Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.390, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2969K, Location: 07-LA-210-R36.39-DRT (Lat: 34.136264, Lng: -117.956797), Route carried "on" structure: Ramp Interstate 210, Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 6,000 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 7,141 (year 2043), Design Load: HS 20, Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.390, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1822, Location: 07-LA-210-R35.24-DRT (Lat: 34.135103, Lng: -117.977717), Route carried "under" structure: City street Q500, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2012), Truck Traffic: 2%, Features Intersected: BUENA VISTA STREET, Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 53 1822, Location: 07-LA-210-R35.24-DRT (Lat: 34.135103, Lng: -117.977717), Route carried "under" structure: City street Q500, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2012), Truck Traffic: 2%, Features Intersected: BUENA VISTA STREET, Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 53 1824, Location: 07-LA-210-R35.87-DRT (Lat: 34.135333, Lng: -117.966742), Route carried "under" structure: City street Q499, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 2%, Features Intersected: HIGHLAND AVENUE, Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 53 1824, Location: 07-LA-210-R35.87-DRT (Lat: 34.135333, Lng: -117.966742), Route carried "under" structure: City street Q499, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 2%, Features Intersected: HIGHLAND AVENUE, Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 53 1892, Location: 07-LA-210-R35.07-DRT (Lat: 34.135861, Lng: -117.980419), Route carried "under" structure: Interstate 210, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 35.070, Lanes under structure: 15, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 53 1892, Location: 07-LA-210-R35.07-DRT (Lat: 34.135861, Lng: -117.980419), Route carried "under" structure: Interstate 210, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 258,000 (year 2012), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 35.070, Lanes under structure: 15, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 53 1958K, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956644), Route carried "under" structure: City street L658, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 2%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: HUNTINGTON DR-S605
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 53 1958K, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956644), Route carried "under" structure: City street L658, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 2%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: HUNTINGTON DR-S605
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 53 1958R, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956406), Route carried "under" structure: City street L658, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 2%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: N605 & E210-HTN DR
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 53 1958R, Location: 07-LA-605-25.98-DRT (Lat: 34.135939, Lng: -117.956406), Route carried "under" structure: City street L658, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 2%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: N605 & E210-HTN DR
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 53 2969K, Location: 07-LA-210-R36.39-DRT (Lat: 34.136264, Lng: -117.956797), Route carried "under" structure: City street L658, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2012), Truck Traffic: 2%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: HNTINGTN DR-E&W210
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 53 2969K, Location: 07-LA-210-R36.39-DRT (Lat: 34.136264, Lng: -117.956797), Route carried "under" structure: City street L658, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2012), Truck Traffic: 2%, Features Intersected: CENTRAL AVENUE, Facility Carried by Structure: HNTINGTN DR-E&W210
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.6m (70.9ft)