Bridge Statistics for La Canada Flintridge, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53 0061,  Location: 07-LA-002-R25.51 (Lat: 34.219003,  Lng: -118.196036),  Route carried "on" structure: State highway 2,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,600 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,180 (year 2044),  Design Load: HS 20,  Features Intersected: LA CANADA CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.510,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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

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Structure Number: 53 0734,  Location: 07-LA-210-R21.53-LCF (Lat: 34.190250,  Lng: -118.181197),  Route carried "on" structure: Interstate 210,  Year Built: 1974,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 113,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,673 (year 2038),  Design Load: HS 20,  Features Intersected: BERKSHIRE PL UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.530,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  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: 48.5m (159.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2168,  Location: 07-LA-210-R20.30-LCF (Lat: 34.204367,  Lng: -118.193700),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 6,520 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,733 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  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: 24.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 2177,  Location: 07-LA-210-R20.60-LCF (Lat: 34.202081,  Lng: -118.189369),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,600 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,150 (year 2038),  Design Load: HS 20,  Features Intersected: I 210,  Facility Carried by Structure: GOULD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  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: 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2180K,  Location: 07-LA-014-R30.66 (Lat: 34.406458,  Lng: -118.463958),  Route carried "on" structure: Bypass State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 9,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,332 (year 2041),  Design Load: HS 20,  Features Intersected: SIERRA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.660,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: 37.3 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2189,  Location: 07-LA-210-R19.23-LCF (Lat: 34.207867,  Lng: -118.211642),  Route carried "on" structure: City street Q265,  Year Built: 1972,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 3,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,630 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ALTA CANYADA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 97.8 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: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2191G,  Location: 07-LA-210-R18.76-LCF (Lat: 34.207944,  Lng: -118.219147),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 166,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 160,105 (year 2041),  Design Load: HS 20,  Features Intersected: E2-W210 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.760,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 36 degrees,  Material/Design: 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: 47.5m (155.8ft),  Out-to-Out Width: 48.1m (157.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2198,  Location: 07-LA-210-R22.02-LCF (Lat: 34.184786,  Lng: -118.176086),  Route carried "on" structure: City street Q296,  Year Built: 1974,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,700 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: LINDA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  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: Meets minimum limits,  Approach Roadway Alignment: Superior 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 2199,  Location: 07-LA-210-R18.91-LCF (Lat: 34.207300,  Lng: -118.217303),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 116,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 132,779 (year 2041),  Design Load: HS 20,  Features Intersected: W210-W2 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.910,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.1m (174.2ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 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: Equal to present desirable criteria,  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 2200S,  Location: 07-LA-014-R30.81 (Lat: 34.400897,  Lng: -118.456839),  Route carried "on" structure: Bypass State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 46.39m (152.20ft),  Average Daily Traffic: 12,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,531 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 14 & VIA PRINCESSA,  Facility Carried by Structure: SIERRA HWY OFF-RAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.810,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 57.9m (190.0ft),  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: 25.9 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: 18.5 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2202,  Location: 07-LA-210-R20.85-LCF (Lat: 34.198450,  Lng: -118.186575),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 113,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 129,673 (year 2038),  Design Load: HS 20,  Features Intersected: HAMPTON RD & FOOTHILL BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.850,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.4 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: 22.4 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: 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 2210G,  Location: 07-LA-118-R9.70-LA (Lat: 34.264392,  Lng: -118.473156),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1977,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 24,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,100 (year 2040),  Design Load: HS 20,  Features Intersected: CHATSWORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.700,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2218,  Location: 07-LA-210-R20.16-LCF (Lat: 34.205425,  Lng: -118.195894),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 2,240 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,582 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: COMMONWEALTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.8 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: 18.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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 2219G,  Location: 07-LA-210-R18.53-LCF (Lat: 34.209475,  Lng: -118.223656),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 15.71m (51.54ft),  Average Daily Traffic: 26,100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,377 (year 2041),  Design Load: HS 20,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.530,  Lanes on structure: 3,  Lanes under structure: 3,  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 continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.5m (152.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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 2219K,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211283,  Lng: -118.224967),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 5,600 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,946 (year 2041),  Design Load: HS 20,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.530,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  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: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 57.9m (190.0ft),  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: 75.8 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  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 2228G,  Location: 07-LA-002-R23.15-LCF (Lat: 34.210297,  Lng: -118.223311),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 27,400 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,325 (year 2044),  Design Load: HS 20,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.150,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 32.3m (106.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 28.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  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

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Structure Number: 53C1464,  Location: 0.1MI N/O FOOTHILL BLVD (Lat: 34.217156,  Lng: -118.225222),  Route carried "on" structure: City street Q247,  Year Built: 1936,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 3,366 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,703 (year 2040),  Design Load: H 20,  Features Intersected: HALLS CYN CHAN,  Facility Carried by Structure: CASTLE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1465,  Location: 0.1MI E/O CASTLE RD (Lat: 34.218544,  Lng: -118.224622),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,479 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,627 (year 2040),  Design Load: H 20,  Features Intersected: HALLS CYN CHAN,  Facility Carried by Structure: LYANS DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1466,  Location: 0.3MI E/O OCEAN BLVD (Lat: 34.221289,  Lng: -118.223125),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 357 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 357 (year 2040),  Design Load: H 20,  Features Intersected: HALLS BECKLEY CYN CHAN,  Facility Carried by Structure: CROSS ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1813,  Location: 0.1MI W/O CASTLE RD (Lat: 34.216425,  Lng: -118.225533),  Route carried "on" structure: City street L594,  Year Built: 1935,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 24,289 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,147 (year 2040),  Features Intersected: HALLS BECKLEY CYN CH,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 53C2298,  Location: 0.1MI W/O PALM DR (Lat: 34.224503,  Lng: -118.218319),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,450 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,595 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EARLE CYN,  Facility Carried by Structure: JESSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0734,  Location: 07-LA-210-R21.53-LCF (Lat: 34.190250,  Lng: -118.181197),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2010),  Truck Traffic: 7%,  Features Intersected: BERKSHIRE PL UC,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 21.530,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 53 2168,  Location: 07-LA-210-R20.30-LCF (Lat: 34.204367,  Lng: -118.193700),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 20.300,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 2177,  Location: 07-LA-210-R20.60-LCF (Lat: 34.202081,  Lng: -118.189369),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: I 210,  Facility Carried by Structure: GOULD AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.600,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 53 2189,  Location: 07-LA-210-R19.23-LCF (Lat: 34.207867,  Lng: -118.211642),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 116,000 (year 2012),  Truck Traffic: 10%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ALTA CANYADA RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 19.230,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 53 219,  Location: 07-LA-210-R19.31-LCF (Lat: 34.207672,  Lng: -118.210100),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 116,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: WINERY CYN FLUME O
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 19.310,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 53 2191G,  Location: 07-LA-210-R18.76-LCF (Lat: 34.207944,  Lng: -118.219147),  Route carried "under" structure: Ramp State highway 2,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 27,400 (year 2017),  Truck Traffic: 2%,  Features Intersected: E2-W210 CONNECTOR RAMP
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 23.150,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 53 2198,  Location: 07-LA-210-R22.02-LCF (Lat: 34.184786,  Lng: -118.176086),  Route carried "under" structure: Interstate 210,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: LINDA VISTA AVE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 22.020,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 53 2199,  Location: 07-LA-210-R18.91-LCF (Lat: 34.207300,  Lng: -118.217303),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 94,400 (year 2017),  Truck Traffic: 8%,  Features Intersected: W210-W2 CONNECTOR RAMP
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 18.910,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.1m (174.2ft)

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Structure Number: 53 2202,  Location: 07-LA-210-R20.85-LCF (Lat: 34.198450,  Lng: -118.186575),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: HAMPTON RD & FOOTHILL BL,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 20.850,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 53 2202,  Location: 07-LA-210-R20.85-LCF (Lat: 34.198450,  Lng: -118.186575),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2012),  Truck Traffic: 2%,  Features Intersected: HAMPTON RD & FOOTHILL BL,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 20.850,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 53 2218,  Location: 07-LA-210-R20.16-LCF (Lat: 34.205425,  Lng: -118.195894),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: COMMONWEALTH AVE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 20.160,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 53 2219G,  Location: 07-LA-210-R18.53-LCF (Lat: 34.209475,  Lng: -118.223656),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.530,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.5m (152.6ft)

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Structure Number: 53 2219K,  Location: 07-LA-210-R18.53-LCF (Lat: 34.211283,  Lng: -118.224967),  Route carried "under" structure: Ramp Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: WALTONIA DR
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 18.530,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 53 223,  Location: 07-LA-002-24.43 (Lat: 34.206222,  Lng: -118.200019),  Route carried "under" structure: Interstate 210,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 117,000 (year 2012),  Truck Traffic: 7%,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ROUTE 2 ANGELS CRE
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 19.880,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 53 2232,  Location: 07-LA-210-R21.12-LCF (Lat: 34.196014,  Lng: -118.183064),  Route carried "under" structure: Interstate 210,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 21.120,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.2m (145.0ft)