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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 29
Total length: 141 meters (463ft)
Total costs: $9,779,000
Total average daily traffic: 2,932,290
Total average daily truck traffic: 4,240
National Bridge Inventory (NBI) Registered Bridges for Azusa
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New bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 1
  • 1960-1969: 26
  • 1970-1979: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 53 1879,  Location: 07-LA-210-R38.58-AZU (Lat: 34.128625,  Lng: -117.921722),  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: 2,119 (year 2029),  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 11,  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: 34.120583,  Lng: -117.907625),  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: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1886S,  Location: 07-LA-210-R39.58-AZU (Lat: 34.120250,  Lng: -117.907625),  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: 7,334 (year 2029),  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 11,  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: 34.126267,  Lng: -117.916028),  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: 12,118 (year 2029),  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 11,  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: 34.121628,  Lng: -117.911033),  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 11,  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: 34.121106,  Lng: -117.899397),  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: 10,098 (year 2029),  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 11,  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-R40.6-AZU (Lat: 34.120872,  Lng: -117.890153),  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: 31,319 (year 2029),  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 11,  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-R39.8-AZU (Lat: 34.120778,  Lng: -117.904958),  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 11
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Structure Number: 53C0395,  Location: 0.8 MI E AZUSA AVE (Lat: 34.131069,  Lng: -117.894889),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 16,300 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,399 (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: 18.9m (62.0ft),  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: March 10,  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: 34.131678,  Lng: -117.889950),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,800 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,525 (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: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C103,  Location: 0.1 MI E AZUSA AVE (Lat: 34.118414,  Lng: -117.906603),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 150 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 212 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: AZUSA LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $760,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1446,  Location: 0.1 MI S ALOSTA BLVD (Lat: 34.130656,  Lng: -117.896150),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,917 (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: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 ,  Year Built: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 20,300 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,394 (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: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Good,  Channel: Excellent,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 10,  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: 34.129742,  Lng: -117.898369),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,800 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,552 (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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  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: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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: March 10,  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: -117.904114),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,300 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,407 (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: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: Critical,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  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: 34.128986,  Lng: -117.899206),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,118 (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: 17.1m (56.1ft),  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C157,  Location: 0.75 MI S FOOTHILL BLVD (Lat: 34.122983,  Lng: -117.902419),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,900 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,879 (year 2032),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: PASADENA AVE
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: 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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 34.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C2186,  Location: 0.25MI N/O GLADSTONE ST (Lat: 34.117028,  Lng: -117.907489),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,040 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,244 (year 2029),  Design Load: HS 20,  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: AZUSA
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  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: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to 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: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1876,  Location: 07-LA-210-R38.35-AZU (Lat: 34.130061,  Lng: -117.925406),  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: 34.128625,  Lng: -117.921722),  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: 34.120583,  Lng: -117.907625),  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: 34.120250,  Lng: -117.907625),  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: 34.126267,  Lng: -117.916028),  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: 34.124417,  Lng: -117.914167),  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: 32.0m (105.0ft)

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Structure Number: 53 2012,  Location: 07-LA-210-R40.25-AZU (Lat: 34.121044,  Lng: -117.896383),  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: 34.121106,  Lng: -117.899397),  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-R40.6-AZU (Lat: 34.120872,  Lng: -117.890153),  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: 0.406,  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: 34.120933,  Lng: -117.884658),  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: 34.133564,  Lng: -117.913836),  Route carried "under" structure: City street L493,  Year Built: 1941,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 10,800 (year 2000),  Truck Traffic: 2%,  Features Intersected: FOOTHILL BL UNDER AT&SF,  Facility Carried by Structure: SFRR
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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