Bridge Statistics for Diamond Bar, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53 1787,  Location: 07-LA-060-R22.38-DMBR (Lat: 33.998572,  Lng: -117.855147),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 204,000 (year 2015),  Average Future Daily Traffic: 256,822 (year 2040),  Design Load: HS 20,  Features Intersected: LEMON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.380,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  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: 43.9m (144.0ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 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: 34.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1845,  Location: 07-LA-060-R22.97-DMBR (Lat: 34.000378,  Lng: -117.844953),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 208,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 226,670 (year 2040),  Design Load: HS 20,  Features Intersected: OLD BREA CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.970,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 48.7m (159.8ft),  Out-to-Out Width: 49.9m (163.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 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: 47.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1846G,  Location: 07-LA-060-R23.31-DMBR (Lat: 34.001086,  Lng: -117.839306),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1972,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 22,800 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,268 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOLDEN SPRINGS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.310,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 54.9m (180.1ft),  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: 64.5 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1848G,  Location: 07-LA-057-R4.32R-DMBR (Lat: 33.998911,  Lng: -117.837133),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 44.84m (147.11ft),  Average Daily Traffic: 26,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,427 (year 2040),  Design Load: HS 20,  Features Intersected: SR 57,SR 60,GLDN SPR DRN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.320,  Lanes on structure: 2,  Lanes under structure: 21,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 6,  Length of Maximum Span: 53.3m (174.9ft),  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: 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1864,  Location: 07-LA-060-R24.45-DMBR (Lat: 34.010478,  Lng: -117.823550),  Route carried "on" structure: County highway L381,  Year Built: 1970,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 24,150 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,171 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 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: 39.5 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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 1873,  Location: 07-LA-060-R25.36-DMBR (Lat: 34.020772,  Lng: -117.814178),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 339,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 390,280 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROSPECTORS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.360,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 56.2m (184.4ft),  Out-to-Out Width: 57.5m (188.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1873G,  Location: 07-LA-060-R25.36-DMBR (Lat: 34.020425,  Lng: -117.814019),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 71,400 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 108,495 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PROSPECTORS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.360,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: 53 189,  Location: 07-LA-210-R32.08-ADA (Lat: 34.146406,  Lng: -118.028744),  Route carried "on" structure: Interstate 210,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 252,000 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 270,961 (year 2042),  Design Load: HS 20,  Features Intersected: FIRST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.080,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 55.5m (182.1ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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 1899,  Location: 07-LA-060-R25.56-DMBR (Lat: 34.022997,  Lng: -117.811775),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 223,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 339,370 (year 2040),  Design Load: HS 20,  Features Intersected: DIAMOND BAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.560,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  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: 64.2 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: 38.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1905,  Location: 07-LA-060-R25.45-DMBR (Lat: 34.021281,  Lng: -117.813675),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 339,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 339,370 (year 2038),  Design Load: HS 20,  Features Intersected: E60-N57 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.450,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 48.1m (157.8ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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 1941,  Location: 07-LA-057-4.98-DMBR (Lat: 34.028569,  Lng: -117.811219),  Route carried "on" structure: State highway 57,  Year Built: 1970,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 145,000 (year 2012),  Average Future Daily Traffic: 143,308 (year 2040),  Design Load: HS 20,  Features Intersected: SUNSET CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.980,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  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: 45.4m (149.0ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.3 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: 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: 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: 53 207,  Location: 07-LA-014-R27.04 (Lat: 34.364869,  Lng: -118.503414),  Route carried "on" structure: State highway 14,  Year Built: 1971,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 148,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 234,766 (year 2041),  Design Load: HS 20,  Features Intersected: NEWHALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.040,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2079,  Location: 07-LA-060-R26.53-DMBR (Lat: 34.027556,  Lng: -117.796353),  Route carried "on" structure: State highway 60,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 213,000 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 270,252 (year 2040),  Design Load: HS 20,  Features Intersected: GOLDEN SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.530,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.2m (148.3ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 45.2m (148.3ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 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: 29.2 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 214,  Location: 07-LA-134-R11.68-LA (Lat: 34.142181,  Lng: -118.182256),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 1,100 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,302 (year 2042),  Design Load: HS 20,  Features Intersected: ST RTE 134 & OFF-RAMP,  Facility Carried by Structure: PATRICIAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.1m (154.5ft),  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: 52.2 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: 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: Better than present minimum criteria,  Deck Geometry: Better than 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2149R,  Location: 07-LA-057-R4.49R-DMBR (Lat: 34.001250,  Lng: -117.834606),  Route carried "on" structure: State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 99,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,766 (year 2040),  Design Load: HS 20,  Features Intersected: GOLDEN SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.490,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.7 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: 17.8 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: Meets minimum limits,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2161,  Location: 07-LA-057-R0.91-DMBR (Lat: 33.957489,  Lng: -117.860025),  Route carried "on" structure: State highway 57,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 203,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 244,193 (year 2040),  Design Load: HS 20,  Features Intersected: BREA CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.910,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.4m (185.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than 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 2162,  Location: 07-LA-057-R1.94-DMBR (Lat: 33.968144,  Lng: -117.848897),  Route carried "on" structure: State highway 57,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 198,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 233,532 (year 2040),  Design Load: HS 20,  Features Intersected: DIAMOND BAR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.940,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  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: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 49.9 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: 24.6 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2163,  Location: 07-LA-057-R2.52-DMBR (Lat: 33.975186,  Lng: -117.843275),  Route carried "on" structure: State highway 57,  Year Built: 1972,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 198,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 233,532 (year 2040),  Design Load: HS 20,  Features Intersected: COLD SPRING LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.520,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  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: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 21.7 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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 2164,  Location: 07-LA-057-R3.17-DMBR (Lat: 33.984183,  Lng: -117.843167),  Route carried "on" structure: City street Q979,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 18,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,851 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: PATHFINDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 20.7 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: 10.4 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: High priority of corrective action,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2917,  Location: 07-LA-060-R22.97-DMBR (Lat: 34.000844,  Lng: -117.845342),  Route carried "on" structure: Alternate State highway 60,  Year Built: 2007,  Status: Open,  Structure Length: 45.62m (149.67ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,238 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BREA CANYON RD & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.970,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 53 2918,  Location: 07-LA-057-R4.46L (Lat: 34.001117,  Lng: -117.835414),  Route carried "on" structure: State highway 57,  Year Built: 2007,  Status: Open,  Structure Length: 95.50m (313.32ft),  Average Daily Traffic: 198,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 233,532 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 60, GOLDEN SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.460,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 53C0572,  Location: 0.1 MI SW ARLETA AVE (Lat: 34.240800,  Lng: -118.427617),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 35,426 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,670 (year 2043),  Design Load: HS 20,  Features Intersected: PACOIMA WASH DIV CHANNEL,  Facility Carried by Structure: OSBORNE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0579,  Location: 0.2MI N/O LYCOMING ST (Lat: 34.003564,  Lng: -117.846339),  Route carried "on" structure: City street L385,  Year Built: 1980,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 16,135 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,362 (year 2041),  Features Intersected: DIAMOND BAR CRK,  Facility Carried by Structure: BREA CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0937,  Location: 200FT E/O BREA CYN RD (Lat: 34.002828,  Lng: -117.845711),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,666 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,265 (year 2041),  Design Load: HS 20,  Features Intersected: DIAMOND BAR CRK,  Facility Carried by Structure: LYCOMING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C149,  Location: 0.3MI N/O BOUQUET CYN RD (Lat: 34.448594,  Lng: -118.506686),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 4,896 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,386 (year 2042),  Design Load: HS 20,  Features Intersected: BOUQUET CYN CHAN,  Facility Carried by Structure: URBANDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 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: 53C1493,  Location: 0.4MI S/O DIAMOND BAR BLV (Lat: 33.964022,  Lng: -117.849992),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,463 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,332 (year 2041),  Features Intersected: BREA CYN CHAN,  Facility Carried by Structure: GOLD RUN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1494,  Location: 0.8MI S/O PATHFINDER RD (Lat: 33.973892,  Lng: -117.840411),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,958 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,254 (year 2041),  Features Intersected: BREA CYN CHAN,  Facility Carried by Structure: COLD SPRINGS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1495,  Location: 0.5MI S/O PATHFINDER RD (Lat: 33.977114,  Lng: -117.837389),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,445 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,262 (year 2041),  Features Intersected: BREA CYN CHAN,  Facility Carried by Structure: FOUNTAIN SPRINGS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1969,  Location: 0.2MI S/O SR-60 FWY (Lat: 34.018586,  Lng: -117.771639),  Route carried "on" structure: City street L647,  Year Built: 1990,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 15,788 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,691 (year 2041),  Design Load: HS 20,  Features Intersected: MWD EASEMENT,  Facility Carried by Structure: CHINO HILLS PRKWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1787,  Location: 07-LA-060-R22.38-DMBR (Lat: 33.998572,  Lng: -117.855147),  Route carried "under" structure: County highway L532,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: LEMON AVE,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 53 1845,  Location: 07-LA-060-R22.97-DMBR (Lat: 34.000378,  Lng: -117.844953),  Route carried "under" structure: County highway L385,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: OLD BREA CYN RD,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 53 1846G,  Location: 07-LA-060-R23.31-DMBR (Lat: 34.001086,  Lng: -117.839306),  Route carried "under" structure: County highway L160,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: GOLDEN SPRINGS DRIVE,  Facility Carried by Structure: E60-S57 CONNECTOR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 53 1848G,  Location: 07-LA-057-R4.32R-DMBR (Lat: 33.998911,  Lng: -117.837133),  Route carried "under" structure: State highway 57,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 189,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SR 57,SR 60,GLDN SPR DRN
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 4.320,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 53 1848G,  Location: 07-LA-057-R4.32R-DMBR (Lat: 33.998911,  Lng: -117.837133),  Route carried "under" structure: City street L160,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SR 57,SR 60,GLDN SPR DRN,  Facility Carried by Structure: N57-W60 CONNECTOR
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 53 1848G,  Location: 07-LA-057-R4.32R-DMBR (Lat: 33.998911,  Lng: -117.837133),  Route carried "under" structure: State highway 60,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 194,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SR 57,SR 60,GLDN SPR DRN
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 23.370,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 53 1864,  Location: 07-LA-060-R24.45-DMBR (Lat: 34.010478,  Lng: -117.823550),  Route carried "under" structure: State highway 60,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 223,000 (year 2015),  Truck Traffic: 11%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 24.450,  Lanes on structure: 6,  Lanes under structure: 17,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 53 1899,  Location: 07-LA-060-R25.56-DMBR (Lat: 34.022997,  Lng: -117.811775),  Route carried "under" structure: County highway L382,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: DIAMOND BAR,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 53 1905,  Location: 07-LA-060-R25.45-DMBR (Lat: 34.021281,  Lng: -117.813675),  Route carried "under" structure: State highway 57,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 131,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: E60-N57 CONNECTOR RAMP,  Facility Carried by Structure: ROUTE 60
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.550,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 53 2079,  Location: 07-LA-060-R26.53-DMBR (Lat: 34.027556,  Lng: -117.796353),  Route carried "under" structure: County highway L160,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: GOLDEN SPRINGS DR,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 53 2149R,  Location: 07-LA-057-R4.49R-DMBR (Lat: 34.001250,  Lng: -117.834606),  Route carried "under" structure: County highway L160,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 21,100 (year 2011),  Truck Traffic: 2%,  Features Intersected: GOLDEN SPRINGS DR,  Facility Carried by Structure: STATE ROUTE 57 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 53 2150L,  Location: 07-LA-057-R4.44L-DMBR (Lat: 34.001117,  Lng: -117.835769),  Route carried "under" structure: State highway 60,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 104,400 (year 2011),  Truck Traffic: 12%,  Features Intersected: SR 60, CO RD,  Facility Carried by Structure: STATE ROUTE 57 SB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 23.560,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 53 2150L,  Location: 07-LA-057-R4.44L-DMBR (Lat: 34.001117,  Lng: -117.835769),  Route carried "under" structure: County highway L160,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SR 60, CO RD,  Facility Carried by Structure: STATE ROUTE 57 SB
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 53 2164,  Location: 07-LA-057-R3.17-DMBR (Lat: 33.984183,  Lng: -117.843167),  Route carried "under" structure: State highway 57,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 180,100 (year 2011),  Truck Traffic: 12%,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: PATHFINDER ROAD
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 3.170,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 53 2917,  Location: 07-LA-060-R22.97-DMBR (Lat: 34.000844,  Lng: -117.845342),  Route carried "under" structure: Ramp State highway 60,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2015),  Truck Traffic: 6%,  Features Intersected: BREA CANYON RD & RAMP
Minimum Vertical Clearance: 6.21m (20.37ft),  Kilometerpoint: 22.970,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.4m (158.8ft)

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Structure Number: 53 2917,  Location: 07-LA-060-R22.97-DMBR (Lat: 34.000844,  Lng: -117.845342),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 12,300 (year 2015),  Truck Traffic: 3%,  Features Intersected: BREA CANYON RD & RAMP,  Facility Carried by Structure: WB 60 ALT LANES
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.4m (158.8ft)

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Structure Number: 53 2918,  Location: 07-LA-057-R4.46L (Lat: 34.001117,  Lng: -117.835414),  Route carried "under" structure: State highway 60,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 223,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: SR 60, GOLDEN SPRINGS DR
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 23.650,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 53 2918,  Location: 07-LA-057-R4.46L (Lat: 34.001117,  Lng: -117.835414),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2012),  Truck Traffic: 5%,  Features Intersected: SR 60, GOLDEN SPRINGS DR,  Facility Carried by Structure: N57-E60&W60-S57HOV
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.4m (185.0ft)