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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 39
Total length: 320 meters (1,050ft)
Total costs: $2,446,000
Total average daily traffic: 2,538,506
Total average daily truck traffic: 86,989
National Bridge Inventory (NBI) Registered Bridges for San Dimas
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 4
  • 1970-1979: 32
  • 1980-1989: 0
  • 1990-1999: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 53 1931,  Location: 07-LA-057-R11.15-SDMS (Lat: 34.111667,  Lng: -117.821667),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 158,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2031),  Design Load: HS 20,  Features Intersected: LACMTA & BNSF RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1949,  Location: 07-LA-057-R10.4-SDMS (Lat: 34.101667,  Lng: -117.818333),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 158,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2031),  Design Load: HS 20,  Features Intersected: METROLINK & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.400,  Lanes on structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1954,  Location: 07-LA-057-R10.74-SDMS (Lat: 34.106667,  Lng: -117.820000),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 158,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2031),  Design Load: HS 20,  Features Intersected: ARROW HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.740,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1969,  Location: 07-LA-057-R10.53-SDMS (Lat: 34.103333,  Lng: -117.818333),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 158,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2031),  Design Load: HS 20,  Features Intersected: CIENEGA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.530,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1976L,  Location: 07-LA-057-R11.35-SDMS (Lat: 34.113922,  Lng: -117.824308),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 79,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,179 (year 2031),  Design Load: HS 20,  Features Intersected: GLADSTONE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.350,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1976R,  Location: 07-LA-057-R11.35-SDMS (Lat: 34.113914,  Lng: -117.823908),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 79,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,179 (year 2031),  Design Load: HS 20,  Features Intersected: GLADSTONE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.350,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068056,  Lng: -117.806844),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 14,300 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,547 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 7.940,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1997,  Location: 07-LA-057-R10.27-SDMS (Lat: 34.100000,  Lng: -117.818333),  Route carried "on" structure: State highway 57,  Year Built: 1971,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 143,300 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 185,473 (year 2029),  Design Load: HS 20,  Features Intersected: COVINA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.270,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2002,  Location: 07-LA-057-R8.71-SDMS (Lat: 34.078014,  Lng: -117.813467),  Route carried "on" structure: City street L384,  Year Built: 1971,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 4,200 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,059 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: VIA VERDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2005F,  Location: 07-LA-057-R7.72-SDMS (Lat: 34.065200,  Lng: -117.806531),  Route carried "on" structure: Ramp State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 29,750 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,101 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 10 & N71-W10 CONNECTOR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.720,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.7 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2009,  Location: 07-LA-057-R9.82-SDMS (Lat: 34.093050,  Lng: -117.819464),  Route carried "on" structure: Interstate 57,  Year Built: 1971,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 143,300 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 191,642 (year 2029),  Design Load: HS 20,  Features Intersected: SAN DIMAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.820,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  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: 29.9m (98.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2064,  Location: 07-LA-210-R45.46-SDMS (Lat: 34.119778,  Lng: -117.807097),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 179,000 (year 2009),  Average Future Daily Traffic: 161,343 (year 2032),  Design Load: HS 20,  Features Intersected: SAN DIMAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.460,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.1m (157.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 48.1m (157.8ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2068,  Location: 07-LA-210-R45.71-SDMS (Lat: 34.119772,  Lng: -117.802758),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 179,000 (year 2009),  Average Future Daily Traffic: 161,343 (year 2032),  Design Load: HS 20,  Features Intersected: WALNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.710,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.8m (156.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 47.8m (156.8ft),  Out-to-Out Width: 48.4m (158.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.8 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: 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2069,  Location: 07-LA-210-R46.21-SDMS (Lat: 34.119783,  Lng: -117.794033),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 179,000 (year 2009),  Average Future Daily Traffic: 161,343 (year 2032),  Design Load: HS 20,  Features Intersected: SAN DIMAS CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.210,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.4m (145.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 44.4m (145.7ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2071,  Location: 07-LA-210-R46.33-SDMS (Lat: 34.119800,  Lng: -117.792458),  Route carried "on" structure: Interstate 210,  Year Built: 1970,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 179,000 (year 2009),  Average Future Daily Traffic: 161,343 (year 2032),  Design Load: HS 20,  Features Intersected: MET WATER DIST PIPELINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.330,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 45.5m (149.3ft),  Out-to-Out Width: 46.2m (151.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C-1921,  Location: 1 MILE E/O SAN DIMAS (Lat: 34.095564,  Lng: -117.787778),  Route carried "on" structure: City street Q146,  Year Built: 1990,  Status: Open,  Structure Length: 10.20m (33.46ft),  Average Daily Traffic: 1,255 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,577 (year 2033),  Design Load: HS 15,  Features Intersected: PUDDINGSTONE CHANNEL,  Facility Carried by Structure: PUDDINGSTONE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 15.1m (49.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11
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Structure Number: 53C0425,  Location: 1/2 MI W/O SAN DIM CYN RD (Lat: 34.124231,  Lng: -117.804067),  Route carried "on" structure: City street L535,  Year Built: 1928,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 22,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,905 (year 2033),  Features Intersected: OLD SAN DIMAS WASH,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0426,  Location: 1/2 MI W/O SAN DIMAS C RD (Lat: 34.124089,  Lng: -117.803178),  Route carried "on" structure: City street L535,  Year Built: 1963,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 22,800 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,802 (year 2033),  Design Load: HS 20,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Excellent,  Culverts: Fair,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.88m (12.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $1,223,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,834,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0506,  Location: 1/4 MI N FOOTHILL FRWY (Lat: 34.124000,  Lng: -117.807125),  Route carried "on" structure: City street L383,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,300 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,558 (year 2033),  Design Load: HS 20,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: SAN DIMAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1045,  Location: 1.0 MI W SAN DIMAS RD (Lat: 34.123017,  Lng: -117.811397),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 212 (year 2033),  Design Load: HS 20,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: CATARACT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1398,  Location: 1/2 MI E OF 210 FREEWAY (Lat: 34.096347,  Lng: -117.811958),  Route carried "on" structure: City street L383,  Year Built: 1979,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,300 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,250 (year 2033),  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: SAN DIMAS 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: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11
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Structure Number: 53C1555,  Location: .2 MI N/O E. FOOTHILL BLV (Lat: 34.126108,  Lng: -117.794036),  Route carried "on" structure: City street L651,  Year Built: 1976,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,300 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,989 (year 2033),  Design Load: HS 20,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: SAN DIMAS CYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11
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Structure Number: 53C1921,  Location: 1 MILE E/O SAN DIMAS (Lat: 34.096667,  Lng: -117.788333),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 10.20m (33.46ft),  Average Daily Traffic: 3,400 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,929 (year 2025),  Design Load: HS 15,  Features Intersected: PUDDINGSTONE CHANNEL,  Facility Carried by Structure: PUDDINGSTONE DRIVE
Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2003
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Structure Number: 53C2232,  Location: 0.2mi W/O SAN DIMAS AVE (Lat: 34.122789,  Lng: -117.812442),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 2 (year 2033),  Design Load: HS 20,  Features Intersected: SAN DIMAS WASH,  Facility Carried by Structure: WEHNER LANE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $612,000 ( Estimate for 2012)
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Structure Number: 53 1954,  Location: 07-LA-057-R10.74-SDMS (Lat: 34.106667,  Lng: -117.820000),  Route carried "under" structure: City street L528,  Year Built: 1971,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 17,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: ARROW HWY,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 53 1969,  Location: 07-LA-057-R10.53-SDMS (Lat: 34.103333,  Lng: -117.818333),  Route carried "under" structure: City street Q916,  Year Built: 1971,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 4,900 (year 2009),  Truck Traffic: 2%,  Features Intersected: CIENEGA AVENUE,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 53 1976L,  Location: 07-LA-057-R11.35-SDMS (Lat: 34.113922,  Lng: -117.824308),  Route carried "under" structure: City street L529,  Year Built: 1971,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 6,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: GLADSTONE STREET,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53 1976R,  Location: 07-LA-057-R11.35-SDMS (Lat: 34.113914,  Lng: -117.823908),  Route carried "under" structure: City street L529,  Year Built: 1971,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 6,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: GLADSTONE STREET,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068056,  Lng: -117.806844),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1972,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 14,300 (year 2009),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 57 & CONNS,  Facility Carried by Structure: S57-S71 CONNECTOR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.794,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068056,  Lng: -117.806844),  Route carried "under" structure: State highway 57,  Year Built: 1972,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 70,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.794,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068056,  Lng: -117.806844),  Route carried "under" structure: State highway 57,  Year Built: 1972,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 70,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.794,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1978F,  Location: 07-LA-057-R7.94-SDMS (Lat: 34.068056,  Lng: -117.806844),  Route carried "under" structure: Ramp State highway 57,  Year Built: 1972,  Structure Length: 26.09m (85.60ft),  Average Daily Traffic: 70,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 57 & CONNS
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.794,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 53 1997,  Location: 07-LA-057-R10.27-SDMS (Lat: 34.100000,  Lng: -117.818333),  Route carried "under" structure: City street L534,  Year Built: 1971,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 7,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: COVINA BLVD,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 53 2002,  Location: 07-LA-057-R8.71-SDMS (Lat: 34.078014,  Lng: -117.813467),  Route carried "under" structure: State highway 57,  Year Built: 1971,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 143,300 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 57,  Facility Carried by Structure: VIA VERDE
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.871,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 53 2005F,  Location: 07-LA-057-R7.72-SDMS (Lat: 34.065200,  Lng: -117.806531),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 189,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: I 10 & N71-W10 CONNECTOR
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 53 2009,  Location: 07-LA-057-R9.82-SDMS (Lat: 34.093050,  Lng: -117.819464),  Route carried "under" structure: City street L383,  Year Built: 1971,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 6,300 (year 2009),  Truck Traffic: 2%,  Features Intersected: SAN DIMAS AVENUE,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 53 2064,  Location: 07-LA-210-R45.46-SDMS (Lat: 34.119778,  Lng: -117.807097),  Route carried "under" structure: City street L383,  Year Built: 1970,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: SAN DIMAS AVENUE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 53 2068,  Location: 07-LA-210-R45.71-SDMS (Lat: 34.119772,  Lng: -117.802758),  Route carried "under" structure: City street L533,  Year Built: 1970,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: WALNUT AVENUE,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 53 2069,  Location: 07-LA-210-R46.21-SDMS (Lat: 34.119783,  Lng: -117.794033),  Route carried "under" structure: City street L651,  Year Built: 1970,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 5,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: SAN DIMAS CYN RD,  Facility Carried by Structure: INTERSTATE 210
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.2m (154.9ft)

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