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

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Structure Number: 53 0113,  Location: 07-LA-039-17.82 (Lat: 34.164042,  Lng: -117.894964),  Route carried "on" structure: State highway 39,  Year Built: 1933,  Status: Open,  Structure Length: 10.84m (35.56ft),  Average Daily Traffic: 2,350 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,358 (year 2041),  Design Load: H 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.820,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 46.5m (152.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0114,  Location: 07-LA-039-18.36 (Lat: 34.169458,  Lng: -117.892403),  Route carried "on" structure: State highway 39,  Year Built: 1934,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 2,350 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,358 (year 2041),  Design Load: H 20,  Features Intersected: CHAPMAN CANYON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.360,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.5 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: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1871M,  Location: 07-LA-005-R55.28 (Lat: 34.437531,  Lng: -118.595281),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 134,090 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 202,800 (year 2038),  Design Load: HS 20,  Features Intersected: NEWHALL RANCH DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.280,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 67.0m (219.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 53 1879,  Location: 07-LA-210-R38.58-AZU (Lat: 34.128983,  Lng: -117.921831),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,162 (year 2042),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: ZACHARY PADILLA AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.9 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 1886,  Location: 07-LA-210-R39.58-AZU (Lat: 34.120419,  Lng: -117.907864),  Route carried "on" structure: Interstate 210,  Year Built: 1968,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 250,000 (year 2015),  Average Future Daily Traffic: 231,417 (year 2042),  Design Load: HS 20,  Features Intersected: S AZUSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.580,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 1886S,  Location: 07-LA-210-R39.58-AZU (Lat: 34.120247,  Lng: -117.907844),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 4,100 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,482 (year 2042),  Design Load: HS 20,  Features Intersected: S AZUSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.580,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 1887,  Location: 07-LA-210-R38.96-AZU (Lat: 34.126728,  Lng: -117.916011),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 8.34m (27.36ft),  Average Daily Traffic: 8,700 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,362 (year 2042),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: VERNON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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 1888,  Location: 07-LA-210-R39.36-AZU (Lat: 34.121872,  Lng: -117.911858),  Route carried "on" structure: Interstate 210,  Year Built: 1968,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.01m (26.28ft),  Average Daily Traffic: 250,000 (year 2015),  Average Future Daily Traffic: 231,417 (year 2042),  Design Load: HS 20,  Features Intersected: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.360,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 57.1m (187.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: 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 2020K,  Location: 07-LA-210-R29.81-ADA (Lat: 34.149139,  Lng: -118.068156),  Route carried "on" structure: Ramp Interstate 210,  Year Built: 1971,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 7,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,800 (year 2042),  Design Load: HS 20,  Features Intersected: MICHILLINDA AVE & ONRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.810,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2023,  Location: 07-LA-210-R40.07-AZU (Lat: 34.121414,  Lng: -117.899528),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 8,500 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,302 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: CERRITOS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  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,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2024,  Location: 07-LA-210-R40.60-AZU (Lat: 34.121178,  Lng: -117.890297),  Route carried "on" structure: City street L532,  Year Built: 1969,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 21,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,951 (year 2042),  Design Load: HS 20,  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: CITRUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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 2059,  Location: 07-LA-210-R39.80-AZU (Lat: 34.120567,  Lng: -117.905267),  Route carried "on" structure: Interstate 210,  Year Built: 1969,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 250,000 (year 2015),  Average Future Daily Traffic: 231,417 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.800,  Lanes on structure: 12,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 64.0m (210.0ft),  Out-to-Out Width: 113.7m (373.0ft)

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

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Structure Number: 53C0054,  Location: 0.1MI W/O AZUSA AVE (Lat: 34.106617,  Lng: -117.906289),  Route carried "on" structure: County highway L528,  Year Built: 1956,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 12,059 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,868 (year 2040),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: ARROW HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0374,  Location: 0.3MI NE/O I-10 FWY (Lat: 34.287975,  Lng: -118.401644),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 10,479 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,051 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOPEZ CYN CHAN,  Facility Carried by Structure: PAXTON ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0395,  Location: 0.8MI E/O AZUSA AVE (Lat: 34.131061,  Lng: -117.895092),  Route carried "on" structure: City street L535,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 11,900 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,590 (year 2040),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: ALOSTA AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0705,  Location: 0.3MI N/O ACOSTA AVE (Lat: 34.131686,  Lng: -117.889969),  Route carried "on" structure: City street L532,  Year Built: 1961,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: CITRUS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1446,  Location: 0.1MI S/O ALOSTA BLVD (Lat: 34.130664,  Lng: -117.896164),  Route carried "on" structure: City street QP38,  Year Built: 1961,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,273 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: ROCKVALE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1455,  Location: 0.2MI N/O ARROW HWY (Lat: 34.108197,  Lng: -117.898847),  Route carried "on" structure: City street Q923,  Year Built: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,302 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,248 (year 2040),  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: CERRITOS 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: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1567,  Location: 0.5MI E/O AZUSA AVE (Lat: 34.129739,  Lng: -117.898411),  Route carried "on" structure: City street QP33,  Year Built: 1960,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,273 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,400 (year 2040),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: FIFTH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1568,  Location: 0.3MI E/O AZUSA AVE (Lat: 34.121503,  Lng: -117.904144),  Route carried "on" structure: City street R060,  Year Built: 1970,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,550 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,800 (year 2040),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: FIRST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1569,  Location: 0.4MI S/O FOOTHILL BLVD (Lat: 34.128983,  Lng: -117.899236),  Route carried "on" structure: City street Q923,  Year Built: 1960,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,140 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,350 (year 2040),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: CERRITOS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2186,  Location: 0.3MI N/O GLADSTONE ST (Lat: 34.117022,  Lng: -117.907494),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 13,433 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,448 (year 2040),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: AZUSA AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.789,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2214,  Location: 0.8MI E/O N AZUSA AVE (Lat: 34.145147,  Lng: -117.894300),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 9,384 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,792 (year 2040),  Features Intersected: ROSEDALE PUC,  Facility Carried by Structure: SIERRA MADRE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 53C2314,  Location: 0.7MI E/O SAN GBRL CYN RD (Lat: 34.236964,  Lng: -117.840200),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 900 (year 2012),  Average Future Daily Traffic: 990 (year 2039),  Features Intersected: BURRO CYN,  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: 1 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 53 1876,  Location: 07-LA-210-R38.35-AZU (Lat: 34.130261,  Lng: -117.924956),  Route carried "under" structure: Interstate 210,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2015),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: LACMTA & BNSF RY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 38.350,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53 1879,  Location: 07-LA-210-R38.58-AZU (Lat: 34.128983,  Lng: -117.921831),  Route carried "under" structure: Interstate 210,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2015),  Features Intersected: ROUTE 210,  Facility Carried by Structure: ZACHARY PADILLA AV
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 38.580,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 53 1886,  Location: 07-LA-210-R39.58-AZU (Lat: 34.120419,  Lng: -117.907864),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2015),  Truck Traffic: 4%,  Features Intersected: S AZUSA AVE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 53 1886S,  Location: 07-LA-210-R39.58-AZU (Lat: 34.120247,  Lng: -117.907844),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: S AZUSA AVE,  Facility Carried by Structure: AZUSA-E210 ON RAMP
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 53 1887,  Location: 07-LA-210-R38.96-AZU (Lat: 34.126728,  Lng: -117.916011),  Route carried "under" structure: Interstate 210,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2015),  Features Intersected: ROUTE 210,  Facility Carried by Structure: VERNON AVENUE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 38.960,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 53 19,  Location: 07-LA-210-R39.12-AZU (Lat: 34.124567,  Lng: -117.913758),  Route carried "under" structure: Interstate 210,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 39.120,  Lanes under structure: 13,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 53 2012,  Location: 07-LA-210-R40.25-AZU (Lat: 34.121436,  Lng: -117.896394),  Route carried "under" structure: Interstate 210,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: ROCKVALE AVE POC
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 40.250,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 53 2023,  Location: 07-LA-210-R40.07-AZU (Lat: 34.121414,  Lng: -117.899528),  Route carried "under" structure: Interstate 210,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2015),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: CERRITOS AVENUE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 40.070,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 53 2024,  Location: 07-LA-210-R40.60-AZU (Lat: 34.121178,  Lng: -117.890297),  Route carried "under" structure: Interstate 210,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2015),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: CITRUS AVENUE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 40.600,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53 205,  Location: 07-LA-210-R40.92-AZU (Lat: 34.121325,  Lng: -117.884683),  Route carried "under" structure: Interstate 210,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: GALANTO AVE POC
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 40.920,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 53C0377,  Location: 0.3MI W/O AZUSA AVE (Lat: 34.133444,  Lng: -117.914133),  Route carried "under" structure: City street L493,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 15,554 (year 2012),  Truck Traffic: 2%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: METRO NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 53C236,  Location: 07-LA-187-7.76-CLC (Lat: 34.028111,  Lng: -118.391153),  Route carried "under" structure: Alternate State highway 187,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 42,250 (year 2012),  Truck Traffic: 3%,  Features Intersected: SR 187/VENICE BLVD,  Facility Carried by Structure: LT RAIL EXPO LINE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 7.760,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 53C2367,  Location: 0.37 MI W/O AZUSA AVE (Lat: 34.133583,  Lng: -117.913528),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2012),  Truck Traffic: 2%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: METRO GOLD LINE S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 53C2368,  Location: 0.37 MI W/O AZUSA AVE (Lat: 34.133583,  Lng: -117.914056),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2012),  Truck Traffic: 2%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: METRO GOLD LINE N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.3m (132.2ft)