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


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 165m541ftTotal length
  • $12,766,000Total costs
  • 3,057,761Total average daily traffic
  • 25,681Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Azusa
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 11940-1949
  • 11950-1959
  • 251960-1969
  • 31970-1979
  • 12010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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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: 10.85m (35.60ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,358 (year 2035),  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: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: May 13,  Critical Feature Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 0.79m (2.59ft),  Average Daily Traffic: 129,000 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 195,644 (year 2030),  Design Load: HS 20,  Features Intersected: NEWHALL RANCH DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.280,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $720,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,209,000 ( Estimate for 2010)
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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 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,162 (year 2035),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2009),  Average Future Daily Traffic: 229,882 (year 2033),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.8 metric tons,  Inventory Rating: 22.0 metric tons,  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: December 13,  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: 3,900 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,482 (year 2035),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 8.35m (27.40ft),  Average Daily Traffic: 8,700 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,362 (year 2035),  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: Satisfactory,  Superstructure: Very 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,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Bridge Improvement Cost: $1,935,000,  Roadway Improvement Cost: $387,000,  Total Project Cost: $3,250,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2009),  Average Future Daily Traffic: 229,882 (year 2033),  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: Good,  Superstructure: Very 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: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,800 (year 2035),  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: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.77m (38.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $1,363,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $2,289,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 6.49m (21.29ft),  Average Daily Traffic: 8,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,302 (year 2035),  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: Satisfactory,  Substructure: Good,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,951 (year 2035),  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: Satisfactory,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 1.77m (5.81ft),  Average Daily Traffic: 250,000 (year 2009),  Average Future Daily Traffic: 229,882 (year 2033),  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: 61.3m (201.1ft),  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: 17.4m (57.1ft),  Curb-To-Curb Width: 60.7m (199.1ft),  Out-to-Out Width: 113.7m (373.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: December 13
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Structure Number: 53C0374,  Location: 0.25 MI NE FOOTHILL FRWY (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 2032),  Design Load: HS 20,  Features Intersected: LOPEZ CANYON CHANNEL,  Facility Carried by Structure: PAXTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C0395,  Location: 0.8 MI E 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: 11,817 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,590 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: ALOSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Slab,  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: 19.0m (62.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0705,  Location: 1/4 MI 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 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: CITRUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 18.4m (60.4ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1446,  Location: 0.1 MI S 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 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: ROCKVALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (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: 1.7m (5.6ft),  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: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1455,  Location: 0.2 MI N 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 2032),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: CERRITOS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $1,725,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,587,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1567,  Location: 0.5 MI E 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 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: FIFTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1568,  Location: 0.3 MI E 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: 2,525 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,778 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: FIRST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Serious,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $2,121,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $3,182,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1569,  Location: 0.4 MI S FOOTHILL BLVD (Lat: 34.128983,  Lng: -117.899236),  Route carried "on" structure: City street Q923,  Year Built: 1960,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,121 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,333 (year 2032),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: CERRITOS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 5 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: 1.6m (5.2ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 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 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C2186,  Location: 0.25MI N/O GLADSTONE ST (Lat: 34.117022,  Lng: -117.907494),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 13,433 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,448 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: AZUSA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.790,  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: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C2214,  Location: 0.8 MI E/O N AZUSA AVE (Lat: 34.145167,  Lng: -117.894306),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 9,384 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,792 (year 2035),  Design Load: HS 20,  Features Intersected: ROSEDALE PUC,  Facility Carried by Structure: SIERRA MADRE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 6.3m (20.7ft),  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: 54.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $249,000 ( Estimate for 2015)
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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: 6.71m (22.01ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: LACMTA & BNSF RY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.835,  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: 7.16m (23.49ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: ROUTE 210,  Facility Carried by Structure: ZACHARY PADILLA AV
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 3.858,  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: 5.36m (17.59ft),  Average Daily Traffic: 23,500 (year 2009),  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: 4.72m (15.49ft),  Average Daily Traffic: 23,500 (year 2009),  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: 8.35m (27.40ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: ROUTE 210,  Facility Carried by Structure: VERNON AVENUE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 3.896,  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: 12.07m (39.60ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 3.912,  Lanes under structure: 13,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.2m (10.5ft)

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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: 7.32m (24.02ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: ROCKVALE AVE POC
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 4.025,  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: 6.49m (21.29ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: CERRITOS AVENUE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 4.007,  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: 7.07m (23.20ft),  Average Daily Traffic: 250,000 (year 2009),  Features Intersected: INTERSTATE 210,  Facility Carried by Structure: CITRUS AVENUE
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 4.060,  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: 7.83m (25.69ft),  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: 4.092,  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: 0.3 MI W AZUSA AVE (Lat: 34.133444,  Lng: -117.914133),  Route carried "under" structure: City street L493,  Year Built: 1941,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 15,554 (year 2012),  Truck Traffic: 2%,  Features Intersected: FOOTHILL BLVD,  Facility Carried by Structure: BNSF RY
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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