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

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Structure Number: 53 065,  Location: 07-LA-010-24.32-ALH (Lat: 34.071347,  Lng: -118.117264),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,493 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 10, SCRRA, BNSF, HOV,  Facility Carried by Structure: ALMANSOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0656C,  Location: 07-LA-010S-27.84-EMTE (Lat: 34.072514,  Lng: -118.055608),  Route carried "on" structure: Alternate Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 618 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.840,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.0 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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0656L,  Location: 07-LA-010-27.85-EMTE (Lat: 34.072547,  Lng: -118.055733),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 146,926 (year 2041),  Design Load: HS 20,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.850,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 36.7m (120.4ft)

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: 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,  Waterway Adequacy: Superior to present desirable criteria,  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 0656R,  Location: 07-LA-010-27.85-EMTE (Lat: 34.072167,  Lng: -118.055725),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 146,926 (year 2041),  Design Load: HS 20,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.850,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.4 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: 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,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0657,  Location: 07-LA-010-28.18-EMTE (Lat: 34.071394,  Lng: -118.050686),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 227,000 (year 2011),  Average Future Daily Traffic: 275,009 (year 2043),  Design Load: HS 20,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.180,  Lanes on structure: 13,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.8m (183.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 55.8m (183.1ft),  Out-to-Out Width: 57.2m (187.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: 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 0658,  Location: 07-LA-010-28.67-EMTE (Lat: 34.068594,  Lng: -118.042375),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 236,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 273,185 (year 2043),  Design Load: HS 20,  Features Intersected: SANTA ANITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.670,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0659,  Location: 07-LA-010-29.03-EMTE (Lat: 34.067842,  Lng: -118.036158),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 233,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 267,784 (year 2037),  Design Load: HS 20,  Features Intersected: TYLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.030,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.5m (188.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 57.5m (188.6ft),  Out-to-Out Width: 59.3m (194.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0661,  Location: 07-LA-010-29.43-EMTE (Lat: 34.067742,  Lng: -118.029433),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 219,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 267,784 (year 2037),  Design Load: HS 20,  Features Intersected: PECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.430,  Lanes on structure: 15,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 59.7m (195.9ft),  Out-to-Out Width: 61.3m (201.1ft)

Condition: Deck: Good,  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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Other Special Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0662,  Location: 07-LA-010-30.13-EMTE (Lat: 34.065847,  Lng: -118.017606),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 213,000 (year 2017),  Average Future Daily Traffic: 271,418 (year 2037),  Design Load: HS 20,  Features Intersected: COGSWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.130,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.2m (171.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 52.2m (171.3ft),  Out-to-Out Width: 54.0m (177.2ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0867,  Location: 07-LA-010-29.81-EMTE (Lat: 34.067661,  Lng: -118.022161),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 213,000 (year 2017),  Average Future Daily Traffic: 276,892 (year 2043),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.810,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.9m (173.6ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 52.9m (173.6ft),  Out-to-Out Width: 54.0m (177.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0883,  Location: 07-LA-010-28.84-EMTE (Lat: 34.068125,  Lng: -118.039514),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 236,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 267,784 (year 2037),  Design Load: HS 20,  Features Intersected: LEXINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.840,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 65.9m (216.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 65.9m (216.2ft),  Out-to-Out Width: 67.7m (222.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1021C,  Location: 07-LA-010S-27.96-EMTE (Lat: 34.072511,  Lng: -118.053608),  Route carried "on" structure: Alternate Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 40%,  Average Future Daily Traffic: 629 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BALDWIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.960,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 95.9 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: 74.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1021L,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072547,  Lng: -118.053742),  Route carried "on" structure: Interstate 10,  Year Built: 1958,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 105,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 146,926 (year 2041),  Design Load: HS 20,  Features Intersected: BALDWIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.960,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1021R,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072139,  Lng: -118.053747),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 105,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 146,926 (year 2041),  Design Load: HS 20,  Features Intersected: BALDWIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.960,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.2m (105.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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 1022L,  Location: 07-LA-010S-28.01-EMTE (Lat: 34.072500,  Lng: -118.052456),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 113,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,892 (year 2036),  Design Load: HS 20,  Features Intersected: METROLINK, SCRTD BUSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.010,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 53 1029,  Location: 07-LA-010-29.34-EMTE (Lat: 34.067703,  Lng: -118.030769),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 219,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 273,185 (year 2043),  Design Load: HS 20,  Features Intersected: MEEKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.340,  Lanes on structure: 15,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 62.7m (205.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 62.7m (205.7ft),  Out-to-Out Width: 64.3m (211.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Underclear: Meets minimum limits,  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: 53 103,  Location: 07-LA-010-29.90-EMTE (Lat: 34.067300,  Lng: -118.020892),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 249,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 307,452 (year 2043),  Design Load: HS 20,  Features Intersected: STEWART ST-E10 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.900,  Lanes on structure: 12,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.4m (178.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1031,  Location: 07-LA-010-30.51-EMTE (Lat: 34.064244,  Lng: -118.011408),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 213,000 (year 2017),  Average Future Daily Traffic: 276,892 (year 2043),  Design Load: HS 20,  Features Intersected: DURFEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.510,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.6m (169.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 51.6m (169.3ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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,  Underclear: Equal to present minimum 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: Integral Concrete

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Structure Number: 53 1032,  Location: 07-LA-010-30.58-EMTE (Lat: 34.064025,  Lng: -118.010383),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 213,000 (year 2017),  Average Future Daily Traffic: 271,418 (year 2041),  Design Load: HS 20,  Features Intersected: W10-GARVEY AVE OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.580,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 52.0m (170.6ft),  Out-to-Out Width: 53.5m (175.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2636,  Location: 07-LA-010S-28.32-EMTE (Lat: 34.072517,  Lng: -118.047542),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 200 (year 2011),  Average Future Daily Traffic: 300 (year 2036),  Design Load: HS 20,  Features Intersected: LAFC ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  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: 53 2637,  Location: 07-LA-010S-28.33-EMTE (Lat: 34.072519,  Lng: -118.047350),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 618 (year 2040),  Design Load: HS 20,  Features Intersected: RIO HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.330,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 53C0126,  Location: 0.2MI W/O BALDWIN AVE (Lat: 34.074222,  Lng: -118.055764),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 14,218 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,351 (year 2041),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: LOFTUS ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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,  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: 53C034,  Location: 0.5MI SE/O SAN ANTONIO DR (Lat: 33.905769,  Lng: -118.069144),  Route carried "on" structure: City street L164,  Year Built: 1934,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,842 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,211 (year 2040),  Features Intersected: SILVERBOW STORM DRN,  Facility Carried by Structure: FIRESTONE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 53C0347,  Location: 1.0MI E/O ROSEMEAD BLVD (Lat: 34.080186,  Lng: -118.055839),  Route carried "on" structure: City street L353,  Year Built: 1956,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 26,536 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,843 (year 2041),  Design Load: HS 20,  Features Intersected: EATON 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: 23.5m (77.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: 53C0348,  Location: 300FT W/O SANTA ANITA AVE (Lat: 34.076239,  Lng: -118.042847),  Route carried "on" structure: City street L353,  Year Built: 1956,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 21,186 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,423 (year 2041),  Design Load: HS 20,  Features Intersected: RIO HONDO,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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: 53C0421,  Location: 0.2MI W/O ROSEMEAD BLVD (Lat: 34.029769,  Lng: -118.071283),  Route carried "on" structure: County highway L364,  Year Built: 1982,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 25,203 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,243 (year 2040),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: SAN GABRIEL BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0434,  Location: 0.4MI W/O SANTA ANITA AVE (Lat: 34.092711,  Lng: -118.033392),  Route carried "on" structure: City street L515,  Year Built: 1959,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 30,816 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,979 (year 2041),  Design Load: HS 20,  Features Intersected: ARCADIA WASH,  Facility Carried by Structure: LOWER AZUSA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 53C0435,  Location: 1.0MI W/O PECK RD (Lat: 34.092533,  Lng: -118.031539),  Route carried "on" structure: City street L515,  Year Built: 1959,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 30,816 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,979 (year 2041),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: LOWER AZUSA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 53C0648,  Location: 0.8MI W/O PECK RD (Lat: 34.095042,  Lng: -118.027597),  Route carried "on" structure: City street L366,  Year Built: 1959,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 32,849 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,419 (year 2041),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: SANTA ANITA 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 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: 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: March 2021,  Other Special Inspection Date: June 2019,  Bridge Improvement Cost: $1,051,000,  Roadway Improvement Cost: $494,000,  Total Project Cost: $4,153,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0890L,  Location: 0.6MI S/O OCEAN BLVD (Lat: 33.755792,  Lng: -118.200494),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 1,020 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,122 (year 2040),  Design Load: HS 20,  Features Intersected: HARBOR SCENIC DR,  Facility Carried by Structure: QUEENS WAY-SBND
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C141,  Location: 3.0MI E/O SAN GAB CYN RD (Lat: 34.231586,  Lng: -117.792350),  Route carried "on" structure: County highway W480,  Year Built: 1942,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,200 (year 2039),  Design Load: HS 20,  Features Intersected: HORSE CYN CRK,  Facility Carried by Structure: E FRK RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.6 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1419,  Location: 1.0MI E/O ROSEMEAD BLVD (Lat: 34.085272,  Lng: -118.056625),  Route carried "on" structure: City street L524,  Year Built: 1956,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 13,481 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,503 (year 2041),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: TEMPLE CITY BLVD
Minimum Vertical Clearance: 9.13m (29.95ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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,  Bridge Improvement Cost: $341,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $1,591,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C164,  Location: 50FT S/O LA CRESENTA AVE (Lat: 34.204953,  Lng: -118.239750),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 510 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 561 (year 2041),  Design Load: HS 20,  Features Intersected: VERDUGO WASH,  Facility Carried by Structure: OAKMONT VIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C195,  Location: AT AVE J (Lat: 34.689633,  Lng: -118.174636),  Route carried "on" structure: City street Q042,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,670 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,971 (year 2038),  Features Intersected: AMARGOSA DRN,  Facility Carried by Structure: 25TH ST W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  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: 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: May 2018

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Structure Number: 53 0658,  Location: 07-LA-010-28.67-EMTE (Lat: 34.068594,  Lng: -118.042375),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 39,900 (year 2011),  Truck Traffic: 2%,  Features Intersected: SANTA ANITA AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 53 066,  Location: 07-LA-010-29.55-EMTE (Lat: 34.067800,  Lng: -118.026858),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 30,600 (year 2011),  Truck Traffic: 2%,  Features Intersected: VALLEY BOULEVARD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 15,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 53 0661,  Location: 07-LA-010-29.43-EMTE (Lat: 34.067742,  Lng: -118.029433),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 2%,  Features Intersected: PECK ROAD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 15,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0662,  Location: 07-LA-010-30.13-EMTE (Lat: 34.065847,  Lng: -118.017606),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2017),  Truck Traffic: 2%,  Features Intersected: COGSWELL RD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 0883,  Location: 07-LA-010-28.84-EMTE (Lat: 34.068125,  Lng: -118.039514),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,740 (year 2011),  Truck Traffic: 2%,  Features Intersected: LEXINGTON AVE,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 1021C,  Location: 07-LA-010S-27.96-EMTE (Lat: 34.072511,  Lng: -118.053608),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: BALDWIN AVE,  Facility Carried by Structure: W10 BUSWAY
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 53 1021L,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072547,  Lng: -118.053742),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: BALDWIN AVE,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 53 1021R,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072139,  Lng: -118.053747),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: BALDWIN AVE,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 1022L,  Location: 07-LA-010S-28.01-EMTE (Lat: 34.072500,  Lng: -118.052456),  Route carried "under" structure: Alternate Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 108,950 (year 2011),  Truck Traffic: 6%,  Features Intersected: METROLINK, SCRTD BUSWAY
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 28.040,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.8m (35.4ft)

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Structure Number: 53 1029,  Location: 07-LA-010-29.34-EMTE (Lat: 34.067703,  Lng: -118.030769),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2011),  Truck Traffic: 5%,  Features Intersected: MEEKER RD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 15,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 53 103,  Location: 07-LA-010-29.90-EMTE (Lat: 34.067300,  Lng: -118.020892),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 234,700 (year 2017),  Truck Traffic: 6%,  Features Intersected: STEWART ST-E10 ON-RAMP
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 29.900,  Lanes on structure: 12,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 53 1031,  Location: 07-LA-010-30.51-EMTE (Lat: 34.064244,  Lng: -118.011408),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: DURFEE RD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 53 1032,  Location: 07-LA-010-30.58-EMTE (Lat: 34.064025,  Lng: -118.010383),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2011),  Truck Traffic: 2%,  Features Intersected: W10-GARVEY AVE OFF-RAMP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 30.580,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 2635,  Location: 07-LA-010S-28.26-EMTE (Lat: 34.072681,  Lng: -118.048514),  Route carried "under" structure: Interstate 10,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: W10 BUSWAY,  Facility Carried by Structure: SCRRA METROLINK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 28.260,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.3m (106.0ft)