Bridge Statistics for East Los Angeles, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53 0119,  Location: 07-LA-060-R2.22 (Lat: 34.032067,  Lng: -118.187489),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 2,050 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,125 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 60,  Facility Carried by Structure: ROWAN AVE
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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.6 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: 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0389,  Location: 07-LA-060-R3.25 (Lat: 34.035403,  Lng: -118.170283),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 241,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 216,259 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 710
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.250,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 39.1m (128.3ft),  Out-to-Out Width: 42.3m (138.8ft)

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

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Structure Number: 53 0442,  Location: 07-LA-060-R3.30 (Lat: 34.035539,  Lng: -118.169447),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 261,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 239,337 (year 2040),  Design Load: HS 20,  Features Intersected: FORD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.300,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 42.3m (138.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0446K,  Location: 07-LA-060-R2.54 (Lat: 34.033131,  Lng: -118.181914),  Route carried "on" structure: Bypass State highway 60,  Year Built: 1965,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 5,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,082 (year 2040),  Design Load: HS 20,  Features Intersected: 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.540,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0606,  Location: 07-LA-005-14.16 (Lat: 34.018747,  Lng: -118.178844),  Route carried "on" structure: County highway L183,  Year Built: 1951,  Status: Open,  Structure Length: 12.70m (41.67ft),  Average Daily Traffic: 25,800 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,145 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: OLYMPIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 0756S,  Location: 07-LA-060-R2.39 (Lat: 34.032275,  Lng: -118.184697),  Route carried "on" structure: Ramp County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 5,030 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,286 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 60,  Facility Carried by Structure: 3RD ST ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0772,  Location: 07-LA-060-R2.75 (Lat: 34.033886,  Lng: -118.178983),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 241,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 268,000 (year 2040),  Design Load: HS 20,  Features Intersected: SUNOL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.750,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  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: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.4m (139.1ft),  Out-to-Out Width: 51.0m (167.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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 0775,  Location: 07-LA-060-R3.06 (Lat: 34.035344,  Lng: -118.173686),  Route carried "on" structure: County highway L359,  Year Built: 1967,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 14,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,486 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: EASTERN AVE
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: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0784,  Location: 07-LA-005-14.25 (Lat: 34.019283,  Lng: -118.179972),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 6,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,128 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: DOWNEY ROAD
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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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 1696,  Location: 07-LA-060-R4.80 (Lat: 34.032875,  Lng: -118.144403),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 250,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 289,337 (year 2039),  Design Load: HS 20,  Features Intersected: GERHART AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.800,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.3m (181.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1715H,  Location: 07-LA-060-R3.28-EALA (Lat: 34.034653,  Lng: -118.171292),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 56.45m (185.20ft),  Average Daily Traffic: 27,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,200 (year 2039),  Design Load: HS 20,  Features Intersected: RTE60/710,FORD ST,3RDST
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 3.280,  Lanes on structure: 1,  Lanes under structure: 26,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 83.70m (274.61ft),  Average Daily Traffic: 13,800 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,954 (year 2039),  Design Load: HS 20,  Features Intersected: RTE 60/710,RAMP,3STREETS
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.260,  Lanes on structure: 2,  Lanes under structure: 33,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1734,  Location: 07-LA-060-R3.74 (Lat: 34.036892,  Lng: -118.161986),  Route carried "on" structure: City street L361,  Year Built: 1967,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 12,300 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,395 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: MEDNIK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  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: 19.5m (64.0ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.6 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: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2039K,  Location: 07-LA-010-20.20 (Lat: 34.055889,  Lng: -118.184731),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 6,200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,267 (year 2040),  Design Load: HS 20,  Features Intersected: EMBANKMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.200,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.6m (97.1ft),  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: 22.7 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: 17.5 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,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2056S,  Location: 07-LA-010-20.90 (Lat: 34.060328,  Lng: -118.173181),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 6,479 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,550 (year 2040),  Design Load: HS 20,  Features Intersected: EMBANKMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  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: 52.5 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0119,  Location: 07-LA-060-R2.22 (Lat: 34.032067,  Lng: -118.187489),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: ROUTE 60,  Facility Carried by Structure: ROWAN AVE
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.220,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 53 0389,  Location: 07-LA-060-R3.25 (Lat: 34.035403,  Lng: -118.170283),  Route carried "under" structure: Interstate 710,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 24.630,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 53 0442,  Location: 07-LA-060-R3.30 (Lat: 34.035539,  Lng: -118.169447),  Route carried "under" structure: City street L713,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,264 (year 2015),  Truck Traffic: 2%,  Features Intersected: FORD BLVD,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 53 0446K,  Location: 07-LA-060-R2.54 (Lat: 34.033131,  Lng: -118.181914),  Route carried "under" structure: County highway L700,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,050 (year 2015),  Truck Traffic: 2%,  Features Intersected: 3RD STREET,  Facility Carried by Structure: 3RD ST-W60 ON-RAMP
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 53 0606,  Location: 07-LA-005-14.16 (Lat: 34.018747,  Lng: -118.178844),  Route carried "under" structure: Interstate 5,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 251,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: ROUTE 5,  Facility Carried by Structure: OLYMPIC BLVD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.160,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 53 0756S,  Location: 07-LA-060-R2.39 (Lat: 34.032275,  Lng: -118.184697),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: ROUTE 60,  Facility Carried by Structure: 3RD ST ON-RAMP
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.390,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 53 0771,  Location: 07-LA-060-R2.59 (Lat: 34.033097,  Lng: -118.180856),  Route carried "under" structure: County highway L700,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,050 (year 2015),  Truck Traffic: 2%,  Features Intersected: THIRD STREET,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 53 0774,  Location: 07-LA-060-R2.94 (Lat: 34.035086,  Lng: -118.175650),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 249,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 2.940,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 53 0775,  Location: 07-LA-060-R3.06 (Lat: 34.035344,  Lng: -118.173686),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.060,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53 0775,  Location: 07-LA-060-R3.06 (Lat: 34.035344,  Lng: -118.173686),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 241,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.060,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53 0784,  Location: 07-LA-005-14.25 (Lat: 34.019283,  Lng: -118.179972),  Route carried "under" structure: Interstate 5,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 251,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: DOWNEY ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 14.250,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 53 1446,  Location: 07-LA-060-R3.60 (Lat: 34.036861,  Lng: -118.164775),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 231,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 3.600,  Lanes under structure: 13,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 53 1715H,  Location: 07-LA-060-R3.28-EALA (Lat: 34.034653,  Lng: -118.171292),  Route carried "under" structure: Interstate 710,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 198,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: RTE60/710,FORD ST,3RDST
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 24.620,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 53 1715H,  Location: 07-LA-060-R3.28-EALA (Lat: 34.034653,  Lng: -118.171292),  Route carried "under" structure: Bypass Interstate 710,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 2017),  Truck Traffic: 8%,  Features Intersected: RTE60/710,FORD ST,3RDST
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 24.620,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 53 1715H,  Location: 07-LA-060-R3.28-EALA (Lat: 34.034653,  Lng: -118.171292),  Route carried "under" structure: City street L713,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,564 (year 2017),  Truck Traffic: 2%,  Features Intersected: RTE60/710,FORD ST,3RDST,  Facility Carried by Structure: E&W60-S710 CONNCTR
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 53 1715H,  Location: 07-LA-060-R3.28-EALA (Lat: 34.034653,  Lng: -118.171292),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 264,000 (year 2017),  Truck Traffic: 7%,  Features Intersected: RTE60/710,FORD ST,3RDST
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.280,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 53 1715H,  Location: 07-LA-060-R3.28-EALA (Lat: 34.034653,  Lng: -118.171292),  Route carried "under" structure: City street L700,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,768 (year 2017),  Truck Traffic: 2%,  Features Intersected: RTE60/710,FORD ST,3RDST,  Facility Carried by Structure: E&W60-S710 CONNCTR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: City street L245,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: RTE 60/710,RAMP,3STREETS,  Facility Carried by Structure: E&W60-N710 CONNCTR
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: RTE 60/710,RAMP,3STREETS
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 24.820,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: City street L245,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: RTE 60/710,RAMP,3STREETS,  Facility Carried by Structure: E&W60-N710 CONNCTR
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: Interstate 710,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 198,000 (year 2017),  Truck Traffic: 7%,  Features Intersected: RTE 60/710,RAMP,3STREETS
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 24.620,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: City street L713,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2019),  Truck Traffic: 2%,  Features Intersected: RTE 60/710,RAMP,3STREETS,  Facility Carried by Structure: E&W60-N710 CONNCTR
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: City street L243,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2019),  Truck Traffic: 2%,  Features Intersected: RTE 60/710,RAMP,3STREETS,  Facility Carried by Structure: E&W60-N710 CONNCTR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1717H,  Location: 07-LA-060-R3.26 (Lat: 34.035053,  Lng: -118.171128),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 264,000 (year 2017),  Truck Traffic: 7%,  Features Intersected: RTE 60/710,RAMP,3STREETS
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.250,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 1728,  Location: 07-LA-060-R3.88 (Lat: 34.036894,  Lng: -118.159294),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 253,000 (year 2017),  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 3.880,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 53 1734,  Location: 07-LA-060-R3.74 (Lat: 34.036892,  Lng: -118.161986),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 261,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: MEDNIK AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.740,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 187,  Location: 07-LA-005-14.57 (Lat: 34.019961,  Lng: -118.185942),  Route carried "under" structure: Interstate 5,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 14.570,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 53 2986,  Location: 07-LA-710-24.47 (Lat: 34.033169,  Lng: -118.170450),  Route carried "under" structure: Interstate 710,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 182,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: MTA RAIL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 24.470,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.5m (83.7ft)