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

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Structure Number: 53 0010K,  Location: 07-LA-010-26.84-RSMD (Lat: 34.072592,  Lng: -118.073311),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1951,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 13,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,944 (year 2041),  Design Load: HS 20,  Features Intersected: SR 164 (ROSEMEAD BL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.840,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0010L,  Location: 07-LA-010-26.84-RSMD (Lat: 34.072358,  Lng: -118.073331),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 107,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 132,771 (year 2041),  Design Load: HS 20,  Features Intersected: SR 164 (ROSEMEAD BL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.840,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0010R,  Location: 07-LA-010-26.84-RSMD (Lat: 34.072011,  Lng: -118.073325),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 107,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 132,771 (year 2041),  Design Load: HS 20,  Features Intersected: SR 164 (ROSEMEAD BL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.840,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0010S,  Location: 07-LA-010-26.84-RSMD (Lat: 34.071722,  Lng: -118.073342),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1951,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,298 (year 2041),  Design Load: HS 20,  Features Intersected: SR 164 (ROSEMEAD BL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.840,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 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: 30.5 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0235,  Location: 07-LA-164-4.91-EMTE (Lat: 34.063831,  Lng: -118.066061),  Route carried "on" structure: State highway 164,  Year Built: 1937,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 44,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,524 (year 2043),  Design Load: H 15,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0571L,  Location: 07-LA-010-26.73-RSMD (Lat: 34.072256,  Lng: -118.075522),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 107,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 134,550 (year 2043),  Design Load: HS 20,  Features Intersected: RUBIO WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.730,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0571R,  Location: 07-LA-010-26.73-RSMD (Lat: 34.071992,  Lng: -118.075281),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 107,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 134,550 (year 2043),  Design Load: HS 20,  Features Intersected: RUBIO WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.730,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0653L,  Location: 07-LA-010-25.50-RSMD (Lat: 34.071994,  Lng: -118.096814),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 131,890 (year 2037),  Design Load: HS 20,  Features Intersected: ALHAMBRA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.500,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0653R,  Location: 07-LA-010-25.50-RSMD (Lat: 34.071706,  Lng: -118.096586),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 131,890 (year 2037),  Design Load: HS 20,  Features Intersected: ALHAMBRA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.500,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0654K,  Location: 07-LA-010-25.84-RSMD (Lat: 34.072322,  Lng: -118.090794),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 5,900 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,476 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.840,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0654L,  Location: 07-LA-010-25.84-RSMD (Lat: 34.072069,  Lng: -118.090797),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 131,890 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.840,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0654R,  Location: 07-LA-010-25.84-RSMD (Lat: 34.071794,  Lng: -118.090778),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 131,890 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.840,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0654S,  Location: 07-LA-010-25.84-RSMD (Lat: 34.071669,  Lng: -118.090778),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 9,400 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,405 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.840,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0655L,  Location: 07-LA-010-26.34-RSMD (Lat: 34.072178,  Lng: -118.082036),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 131,890 (year 2037),  Design Load: HS 20,  Features Intersected: WALNUT GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.340,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0655R,  Location: 07-LA-010-26.34-RSMD (Lat: 34.071844,  Lng: -118.082022),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 131,890 (year 2037),  Design Load: HS 20,  Features Intersected: WALNUT GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.340,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1736,  Location: 07-LA-060-8.89 (Lat: 34.040631,  Lng: -118.074989),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 224,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 232,352 (year 2040),  Design Load: HS 20,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.890,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.9 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1764,  Location: 07-LA-060-R8.55-RSMD (Lat: 34.039658,  Lng: -118.081042),  Route carried "on" structure: County highway L364,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 16,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,730 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: SAN GABRIEL 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: 21.9m (71.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 2147M,  Location: 07-LA-060-R8.32-RSMD (Lat: 34.038156,  Lng: -118.083869),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 222,000 (year 2019),  Average Future Daily Traffic: 230,123 (year 2040),  Design Load: HS 20,  Features Intersected: ARROYO DRIVE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.320,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 53C0034,  Location: 100FT S/O GARVEY AVE (Lat: 34.061594,  Lng: -118.090422),  Route carried "on" structure: City street L364,  Year Built: 1935,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 24,637 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,565 (year 2041),  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: SAN GABRIEL BLVD
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: 6 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0147,  Location: 100FT W/O SAN GAB BLVD (Lat: 34.062517,  Lng: -118.091036),  Route carried "on" structure: City street L360,  Year Built: 1935,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 30,660 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,792 (year 2041),  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: GARVEY AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $484,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $813,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0259,  Location: 0.1MI W/O ROSEMEAD BLVD (Lat: 34.071814,  Lng: -118.075081),  Route carried "on" structure: City street L358,  Year Built: 1952,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,794 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,273 (year 2041),  Design Load: HS 20,  Features Intersected: RUBIO WASH,  Facility Carried by Structure: RAMONA BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  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: March 2021,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0346,  Location: 0.5MI W/O ROSEMEAD BLVD (Lat: 34.080353,  Lng: -118.083403),  Route carried "on" structure: City street L353,  Year Built: 1926,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 27,122 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,546 (year 2041),  Features Intersected: RUBIO WASH,  Facility Carried by Structure: VALLEY BLVD
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Excellent,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C058,  Location: 0.5MI E/O SN GABRIEL BLVD (Lat: 34.142103,  Lng: -118.086311),  Route carried "on" structure: City street Q481,  Year Built: 1926,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 11,568 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,303 (year 2040),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: DEL MAR BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0584,  Location: 1.0MI W/O ROSEMEAD BLVD (Lat: 34.089781,  Lng: -118.087936),  Route carried "on" structure: City street Q473,  Year Built: 1927,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 16,380 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,656 (year 2041),  Features Intersected: RUBIO WASH,  Facility Carried by Structure: MISSION DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0598,  Location: 0.8MI N/O SR-60 FWY (Lat: 34.050647,  Lng: -118.081761),  Route carried "on" structure: City street Q501,  Year Built: 1937,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 17,934 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,521 (year 2041),  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: WALNUT GROVE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0787,  Location: 0.5MI W/O RSMD BLVD (Lat: 34.078572,  Lng: -118.081919),  Route carried "on" structure: City street Q501,  Year Built: 1963,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 23,683 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,419 (year 2041),  Design Load: HS 20,  Features Intersected: RUBIO WASH,  Facility Carried by Structure: WALNUT GROVE AVE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  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: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal 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: March 2021,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0854,  Location: 0.4MI E/O SN GABRIEL BLVD (Lat: 34.051472,  Lng: -118.083300),  Route carried "on" structure: City street Q650,  Year Built: 1974,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,240 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,476 (year 2041),  Design Load: HS 20,  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: RUSH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1414,  Location: 0.3MI N/O GARVEY BLVD (Lat: 34.066197,  Lng: -118.092925),  Route carried "on" structure: City street QS50,  Year Built: 1952,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 5,253 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,041 (year 2041),  Design Load: HS 20,  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: EMERSON PL
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1415,  Location: 0.3MI W/O ROSEMEAD BLVD (Lat: 34.075236,  Lng: -118.078519),  Route carried "on" structure: City street QS42,  Year Built: 1953,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 8,034 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,239 (year 2041),  Design Load: HS 20,  Features Intersected: RUBIO WASH,  Facility Carried by Structure: MARSHALL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C2014,  Location: 0.2MI E/O SAN GABRIEL BLV (Lat: 34.091681,  Lng: -118.088036),  Route carried "on" structure: City street QS04,  Year Built: 1994,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,182 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,600 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RUBIO WASH,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2197,  Location: 0.5MI E/O DEL MAR AVE (Lat: 34.069833,  Lng: -118.094861),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,356 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,159 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: HELLMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0010K,  Location: 07-LA-010-26.84-RSMD (Lat: 34.072592,  Lng: -118.073311),  Route carried "under" structure: State highway 164,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SR 164 (ROSEMEAD BL)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 5.660,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 53 0010L,  Location: 07-LA-010-26.84-RSMD (Lat: 34.072358,  Lng: -118.073331),  Route carried "under" structure: State highway 164,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SR 164 (ROSEMEAD BL),  Facility Carried by Structure: WB 10
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 5.650,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 53 0010R,  Location: 07-LA-010-26.84-RSMD (Lat: 34.072011,  Lng: -118.073325),  Route carried "under" structure: State highway 164,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SR 164 (ROSEMEAD BL),  Facility Carried by Structure: EB 10
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 5.610,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 53 0010S,  Location: 07-LA-010-26.84-RSMD (Lat: 34.071722,  Lng: -118.073342),  Route carried "under" structure: State highway 164,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 55,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SR 164 (ROSEMEAD BL)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 5.600,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 0237,  Location: 07-LA-164-5.63-RSMD (Lat: 34.072008,  Lng: -118.073322),  Route carried "under" structure: State highway 164,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 44,100 (year 2011),  Truck Traffic: 4%,  Features Intersected: ST RTE 164 (ROSEMEAD BL),  Facility Carried by Structure: SCRRA METRO, BNSF
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 5.630,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 53 0654K,  Location: 07-LA-010-25.84-RSMD (Lat: 34.072322,  Lng: -118.090794),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: SAN GABRIEL BLVD,  Facility Carried by Structure: W10-SAN GABRIEL BL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 0654L,  Location: 07-LA-010-25.84-RSMD (Lat: 34.072069,  Lng: -118.090797),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SAN GABRIEL BLVD,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0654R,  Location: 07-LA-010-25.84-RSMD (Lat: 34.071794,  Lng: -118.090778),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SAN GABRIEL BLVD,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0654S,  Location: 07-LA-010-25.84-RSMD (Lat: 34.071669,  Lng: -118.090778),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: SAN GABRIEL BLVD,  Facility Carried by Structure: E10-SAN GABRIEL BL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 0655L,  Location: 07-LA-010-26.34-RSMD (Lat: 34.072178,  Lng: -118.082036),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2011),  Truck Traffic: 2%,  Features Intersected: WALNUT GROVE AVE,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 53 0655R,  Location: 07-LA-010-26.34-RSMD (Lat: 34.071844,  Lng: -118.082022),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2011),  Truck Traffic: 2%,  Features Intersected: WALNUT GROVE AVE,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 1764,  Location: 07-LA-060-R8.55-RSMD (Lat: 34.039658,  Lng: -118.081042),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2019),  Truck Traffic: 10%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: SAN GABRIEL BLVD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 8.550,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 53C01,  Location: AT I-10 FWY (Lat: 34.071903,  Lng: -118.099683),  Route carried "under" structure: City street Q491,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 26,660 (year 2012),  Truck Traffic: 2%,  Features Intersected: DEL MAR AVE UNDER SPTC,  Facility Carried by Structure: SPTC RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 53C0101,  Location: AT I-10 FWY (Lat: 34.072000,  Lng: -118.090792),  Route carried "under" structure: City street L364,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 34,246 (year 2012),  Truck Traffic: 7%,  Features Intersected: SAN GABRIEL BL UNDER SPT,  Facility Carried by Structure: SPTCO
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 53C0102,  Location: AT I-10 FWY (Lat: 34.072117,  Lng: -118.082033),  Route carried "under" structure: City street Q501,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 24,077 (year 2012),  Truck Traffic: 3%,  Features Intersected: WALNUT GROVE AV UNDER SP,  Facility Carried by Structure: SPTC RR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 53C2369,  Location: 2244 WALNUT GROVE (Lat: 34.053056,  Lng: -118.082500),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 17,934 (year 2015),  Truck Traffic: 4%,  Features Intersected: Walnut Grove Ave,  Facility Carried by Structure: Edison POC
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Length of Maximum Span: 41.0m (134.5ft)