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

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Structure Number: 53 1324,  Location: 07-LA-091-R17.57-CRTS (Lat: 33.876103,  Lng: -118.091483),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 20,730 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,250 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: GRIDLEY 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: 9.6m (31.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1334,  Location: 07-LA-091-R18.67-CRTS (Lat: 33.876267,  Lng: -118.072853),  Route carried "on" structure: State highway 91,  Year Built: 1968,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 262,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 219,143 (year 2038),  Design Load: HS 20,  Features Intersected: NORWALK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.670,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  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: 40.6m (133.2ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1431,  Location: 07-LA-091-R20.16-CRTS (Lat: 33.866592,  Lng: -118.049931),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 28,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,064 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: 183RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 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: 72.9 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1432,  Location: 07-LA-091-R20.45-CRTS (Lat: 33.863653,  Lng: -118.046183),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 27,200 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,973 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: CARMENITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1433,  Location: 07-LA-091-R19.17-CRTS (Lat: 33.875764,  Lng: -118.064019),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 21,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,760 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: BLOOMFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.9 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1434,  Location: 07-LA-091-R19.43-CRTS (Lat: 33.873117,  Lng: -118.060692),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 22,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,791 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 41.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1703G,  Location: 07-LA-091-R16.97-CRTS (Lat: 33.874456,  Lng: -118.102217),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1966,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 27,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,745 (year 2038),  Design Load: HS 20,  Features Intersected: 605 & W91-S605 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.970,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  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: 28.0m (91.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 1704,  Location: 07-LA-091-R16.90-CRTS (Lat: 33.876144,  Lng: -118.103153),  Route carried "on" structure: State highway 91,  Year Built: 1966,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 242,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 258,112 (year 2038),  Design Load: HS 20,  Features Intersected: SR 605 & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.900,  Lanes on structure: 10,  Lanes under structure: 13,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.1m (144.7ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 44.1m (144.7ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1705F,  Location: 07-LA-091-R16.93-CRTS (Lat: 33.877672,  Lng: -118.103300),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1966,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 26,900 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,159 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 605
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.930,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: 32.4m (106.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 30.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1706,  Location: 07-LA-091-R17.08-CRTS (Lat: 33.876203,  Lng: -118.100019),  Route carried "on" structure: State highway 91,  Year Built: 1968,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 270,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 258,112 (year 2038),  Design Load: HS 20,  Features Intersected: STUDEBAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.080,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.9m (147.3ft),  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: 43.6m (143.0ft),  Curb-To-Curb Width: 44.9m (147.3ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1707F,  Location: 07-LA-091-R17.09-CRTS (Lat: 33.877628,  Lng: -118.100022),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1968,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,051 (year 2038),  Design Load: HS 20,  Features Intersected: STUDEBAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.090,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.7m (153.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 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: Better than 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1711,  Location: 07-LA-605-R4.26-CRTS (Lat: 33.865439,  Lng: -118.098253),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 245,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 257,261 (year 2039),  Design Load: HS 20,  Features Intersected: 183RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.260,  Lanes on structure: 12,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 47.4m (155.5ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 47.4m (155.5ft),  Out-to-Out Width: 48.8m (160.1ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1721,  Location: 07-LA-605-R4.71-CRTS (Lat: 33.871489,  Lng: -118.100406),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 245,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 257,261 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR & LACMTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.710,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 57.7m (189.3ft),  Out-to-Out Width: 61.1m (200.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1725,  Location: 07-LA-605-R2.87-CRTS (Lat: 33.845819,  Lng: -118.092825),  Route carried "on" structure: City street L073,  Year Built: 1966,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 34,500 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,399 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: DEL AMO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.6 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: 42.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 173,  Location: 07-LA-101-31.91 (Lat: 34.140644,  Lng: -118.709417),  Route carried "on" structure: County highway W485,  Year Built: 1965,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 6,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,074 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 101,  Facility Carried by Structure: LOST HILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 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: 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1732,  Location: 07-LA-605-R3.75-CRTS (Lat: 33.858258,  Lng: -118.096572),  Route carried "on" structure: City street L074,  Year Built: 1966,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 16,700 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,668 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.8m (94.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 40.2 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1733,  Location: 07-LA-605-R4.39-CRTS (Lat: 33.867633,  Lng: -118.099053),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 245,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 257,261 (year 2039),  Design Load: HS 20,  Features Intersected: STUDEBAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.390,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 47.6m (156.2ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 47.6m (156.2ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1735,  Location: 07-LA-605-R4.77-CRTS (Lat: 33.872692,  Lng: -118.100922),  Route carried "on" structure: Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 245,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 257,261 (year 2040),  Design Load: HS 20,  Features Intersected: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.770,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 41.3m (135.5ft),  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: 27.3m (89.6ft),  Curb-To-Curb Width: 41.3m (135.5ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 32.7 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: 25.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1735G,  Location: 07-LA-605-R4.78-CRTS (Lat: 33.872692,  Lng: -118.100781),  Route carried "on" structure: Ramp Interstate 605,  Year Built: 1966,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 43,475 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,464 (year 2040),  Design Load: HS 20,  Features Intersected: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.780,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2708G,  Location: 07-LA-091-R16.96-CRTS (Lat: 33.873131,  Lng: -118.102061),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1966,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 24,200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,982 (year 2038),  Design Load: HS 20,  Features Intersected: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.960,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0055,  Location: 0.4MI W/O I-605 FWY (Lat: 33.858219,  Lng: -118.103003),  Route carried "on" structure: City street L074,  Year Built: 1952,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 55,839 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,000 (year 2040),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIV,  Facility Carried by Structure: SOUTH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0325,  Location: 0.3MI E/O CARMENITA RD (Lat: 33.858639,  Lng: -118.043533),  Route carried "on" structure: City street L074,  Year Built: 1951,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 22,718 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,019 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CR,  Facility Carried by Structure: South ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0326,  Location: 0.1MI S/O S ST (Lat: 33.856142,  Lng: -118.046031),  Route carried "on" structure: City street L095,  Year Built: 1958,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 28,988 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,936 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CR,  Facility Carried by Structure: CARMENITA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0398,  Location: 0.3MI W/O I-605 FWY (Lat: 33.872861,  Lng: -118.107250),  Route carried "on" structure: City street L090,  Year Built: 1941,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 28,353 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,230 (year 2040),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIV,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0417,  Location: 0.3MI W/O VALLEY VIEW AV (Lat: 33.873239,  Lng: -118.033311),  Route carried "on" structure: City street L090,  Year Built: 1959,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 24,866 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,000 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CRK NF,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C071,  Location: 0.1MI W/O BARRANCA AVE (Lat: 34.086078,  Lng: -117.877431),  Route carried "on" structure: City street L526,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 19,784 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,741 (year 2041),  Design Load: HS 20,  Features Intersected: CHARTER OAK WASH,  Facility Carried by Structure: BADILLO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Excellent,  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: Superior 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: 53C0719,  Location: 0.4MI W/O I-605 FWY (Lat: 33.845761,  Lng: -118.099081),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 28,629 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,355 (year 2041),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIV,  Facility Carried by Structure: DEL AMO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: 53C0792,  Location: 0.8MI E/O BLOOMFIELD AVE (Lat: 33.846339,  Lng: -118.058672),  Route carried "on" structure: City street L073,  Year Built: 1965,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 20,793 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,026 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CR,  Facility Carried by Structure: DEL AMO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 73.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0815,  Location: 0.2MI S/O ARTESIA BLVD (Lat: 33.870711,  Lng: -118.028592),  Route carried "on" structure: City street L097,  Year Built: 1966,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 21,361 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,424 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CRK,  Facility Carried by Structure: VALLEY VIEW S
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1026,  Location: 0.2MI S/O 183RD ST (Lat: 33.862864,  Lng: -118.037517),  Route carried "on" structure: City street L096,  Year Built: 1965,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 15,963 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,016 (year 2040),  Design Load: HS 20,  Features Intersected: COYOTE CR,  Facility Carried by Structure: MARQUARDT AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1475,  Location: 0.3MI N/O DEL AMO BLVD (Lat: 33.849031,  Lng: -118.063300),  Route carried "on" structure: City street L678,  Year Built: 1962,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 21,640 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,575 (year 2040),  Features Intersected: STORM DRN #21,  Facility Carried by Structure: BLOOMFIELD AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 30.7m (100.7ft)

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

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Structure Number: 53C1541,  Location: 0.3MI W/O STUDEBAKER RD (Lat: 33.865503,  Lng: -118.104889),  Route carried "on" structure: City street L707,  Year Built: 1972,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 16,251 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,057 (year 2040),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIV,  Facility Carried by Structure: 183RD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 21 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 or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1324,  Location: 07-LA-091-R17.57-CRTS (Lat: 33.876103,  Lng: -118.091483),  Route carried "under" structure: State highway 91,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,600 (year 2015),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: GRIDLEY ROAD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 17.570,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 53 1334,  Location: 07-LA-091-R18.67-CRTS (Lat: 33.876267,  Lng: -118.072853),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: NORWALK BLVD,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.6m (133.2ft)

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Structure Number: 53 1431,  Location: 07-LA-091-R20.16-CRTS (Lat: 33.866592,  Lng: -118.049931),  Route carried "under" structure: State highway 91,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 296,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: 183RD ST
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 20.160,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 53 1432,  Location: 07-LA-091-R20.45-CRTS (Lat: 33.863653,  Lng: -118.046183),  Route carried "under" structure: State highway 91,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 296,000 (year 2015),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: CARMENITA ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 20.450,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 53 1433,  Location: 07-LA-091-R19.17-CRTS (Lat: 33.875764,  Lng: -118.064019),  Route carried "under" structure: State highway 91,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 296,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: BLOOMFIELD AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 19.170,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 53 1434,  Location: 07-LA-091-R19.43-CRTS (Lat: 33.873117,  Lng: -118.060692),  Route carried "under" structure: State highway 91,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,600 (year 2015),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 19.430,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 53 1703G,  Location: 07-LA-091-R16.97-CRTS (Lat: 33.874456,  Lng: -118.102217),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 28,010 (year 2017),  Truck Traffic: 2%,  Features Intersected: 605 & W91-S605 CONN
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.930,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 53 1704,  Location: 07-LA-091-R16.90-CRTS (Lat: 33.876144,  Lng: -118.103153),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2018),  Truck Traffic: 6%,  Features Intersected: SR 605 & RAMPS,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 4.750,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 53 1704,  Location: 07-LA-091-R16.90-CRTS (Lat: 33.876144,  Lng: -118.103153),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 605 & RAMPS,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 4.780,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 53 1704,  Location: 07-LA-091-R16.90-CRTS (Lat: 33.876144,  Lng: -118.103153),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,100 (year 2019),  Truck Traffic: 6%,  Features Intersected: SR 605 & RAMPS,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 5.050,  Lanes on structure: 10,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 53 1704,  Location: 07-LA-091-R16.90-CRTS (Lat: 33.876144,  Lng: -118.103153),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 605 & RAMPS,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 4.780,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 53 1704,  Location: 07-LA-091-R16.90-CRTS (Lat: 33.876144,  Lng: -118.103153),  Route carried "under" structure: Ramp Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 27,900 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR 605 & RAMPS,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 4.770,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 53 1705F,  Location: 07-LA-091-R16.93-CRTS (Lat: 33.877672,  Lng: -118.103300),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,670 (year 2015),  Truck Traffic: 2%,  Features Intersected: ROUTE 605
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.170,  Lanes on structure: 1,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 53 1706,  Location: 07-LA-091-R17.08-CRTS (Lat: 33.876203,  Lng: -118.100019),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: STUDEBAKER ROAD,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 53 1707F,  Location: 07-LA-091-R17.09-CRTS (Lat: 33.877628,  Lng: -118.100022),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: STUDEBAKER ROAD,  Facility Carried by Structure: W91-N&S605 CONN
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.7m (153.2ft)

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Structure Number: 53 171,  Location: 07-LA-605-R3.40-CRTS (Lat: 33.853258,  Lng: -118.095328),  Route carried "under" structure: Interstate 605,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 231,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: 195TH STREET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.400,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 53 1711,  Location: 07-LA-605-R4.26-CRTS (Lat: 33.865439,  Lng: -118.098253),  Route carried "under" structure: City street L707,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: 183RD STREET,  Facility Carried by Structure: INTERSTATE 605
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 53 1725,  Location: 07-LA-605-R2.87-CRTS (Lat: 33.845819,  Lng: -118.092825),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 231,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: DEL AMO BLVD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.870,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 53 1732,  Location: 07-LA-605-R3.75-CRTS (Lat: 33.858258,  Lng: -118.096572),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 231,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 605,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.750,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.8m (94.5ft)