 |
 |
Bridge Statistics for San Dimas, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: San Dimas, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 38 Total length: 319 meters (1,047ft) Total average daily traffic: 2,406,631 Total average daily truck traffic: 143,367 National Bridge Inventory (NBI) Registered Bridges for San Dimas
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
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: 143,300 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 160,124 (year 2029), 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: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 143,300 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 185,473 (year 2029), 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: Critical, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 143,300 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 160,124 (year 2029), 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 143,300 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 185,473 (year 2029), 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: Satisfactory, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1976L, Location: 07-LA-057-R11.35-SDMS (Lat: 34.115000, Lng: -117.823333), Route carried "on" structure: State highway 57, Year Built: 1971, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 71,650 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,062 (year 2029), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1976R, Location: 07-LA-057-R11.35-SDMS (Lat: 34.115000, Lng: -117.823333), Route carried "on" structure: State highway 57, Year Built: 1971, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 71,650 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 80,062 (year 2029), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1978F, Location: 07-LA-057-R7.94-SDMS (Lat: 34.068333, Lng: -117.806667), 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 1998), 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, 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: Fair, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
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 1997), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2002, Location: 07-LA-057-R8.71-SDMS (Lat: 34.071667, Lng: -117.816667), Route carried "on" structure: City street L384, Year Built: 1971, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 4,200 (year 1998), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2005F, Location: 07-LA-057-R7.72-SDMS (Lat: 34.065000, Lng: -117.806667), 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 1998), 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, 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: Satisfactory, 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2009, Location: 07-LA-210-R46.36-SDMS (Lat: 34.093333, Lng: -117.816667), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 143,300 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 191,642 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN DIMAS AVENUE, Facility Carried by Structure: STATE ROUTE 57 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.360, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, 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: Critical, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: 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 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2064, Location: 07-LA-210-R45.46-SDMS (Lat: 34.120000, Lng: -117.806667), Route carried "on" structure: Interstate 210, Year Built: 1970, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 184,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 239,363 (year 2029), 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: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2068, Location: 07-LA-210-R45.71-SDMS (Lat: 34.120000, Lng: -117.801667), Route carried "on" structure: Interstate 210, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 184,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 239,363 (year 2029), 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2069, Location: 07-LA-210-R46.21-SDMS (Lat: 34.120000, Lng: -117.793333), Route carried "on" structure: Interstate 210, Year Built: 1970, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 184,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 239,363 (year 2029), 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2071, Location: 07-LA-210-R46.33-SDMS (Lat: 34.120000, Lng: -117.791667), Route carried "on" structure: Interstate 210, Year Built: 1970, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 184,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 239,363 (year 2029), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C-1921, Location: 1 MILE E/O SAN DIMAS (Lat: 34.096667, Lng: -117.788333), 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: 1,556 (year 2029), Design Load: HS 15, Features Intersected: PUDDINGSTONE CHANNEL, Facility Carried by Structure: PUDDINGSTONE DRIVE Minimum Vertical Clearance: 0.00m, 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 53C0425, Location: 1/2 MI W/O SAN DIM CYN RD (Lat: 34.123333, Lng: -117.805000), 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: 30,496 (year 2029), 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: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0426, Location: 1/2 MI W/O SAN DIMAS C RD (Lat: 34.123333, Lng: -117.803333), 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: 28,421 (year 2029), 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: 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0506, Location: 1/4 MI N FOOTHILL FRWY (Lat: 34.121667, Lng: -117.806667), 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: 15,352 (year 2029), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1045, Location: 1.0 MI W SAN DIMAS RD (Lat: 34.123333, Lng: -117.810000), 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: 209 (year 2029), 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: 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: 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: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1398, Location: 1/2 MI E OF 210 FREEWAY (Lat: 34.096667, Lng: -117.808333), Route carried "on" structure: City street L383, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,300 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 9,129 (year 2029), 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: 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: 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: March 2007 Find on map >>
Structure Number: 53C1555, Location: .2 MI N/O E. FOOTHILL BLV (Lat: 34.126667, Lng: -117.793333), Route carried "on" structure: City street L651, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,300 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 7,884 (year 2029), 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: 3 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: 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: 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: March 2007 Find on map >>
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: 5,012 (year 2025), Design Load: HS 15, Features Intersected: PUDDINGSTONE CHANNEL, Facility Carried by Structure: PUDDINGSTONE DRIVE Minimum Vertical Clearance: 0.00m, 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 Find on map >>
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 1998), 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) Find on map >>
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 1998), 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) Find on map >>
Structure Number: 53 1976L, Location: 07-LA-057-R11.35-SDMS (Lat: 34.115000, Lng: -117.823333), Route carried "under" structure: City street L529, Year Built: 1971, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 6,300 (year 1998), 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) Find on map >>
Structure Number: 53 1976R, Location: 07-LA-057-R11.35-SDMS (Lat: 34.115000, Lng: -117.823333), Route carried "under" structure: City street L529, Year Built: 1971, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 6,300 (year 1998), 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) Find on map >>
Structure Number: 53 1978F, Location: 07-LA-057-R7.94-SDMS (Lat: 34.068333, Lng: -117.806667), Route carried "under" structure: Ramp Interstate 10, Year Built: 1972, Structure Length: 26.09m (85.60ft), Average Daily Traffic: 14,300 (year 1998), 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) Find on map >>
Structure Number: 53 1978F, Location: 07-LA-057-R7.94-SDMS (Lat: 34.068333, Lng: -117.806667), Route carried "under" structure: Ramp State highway 57, Year Built: 1972, Structure Length: 26.09m (85.60ft), 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) Find on map >>
Structure Number: 53 1978F, Location: 07-LA-057-R7.94-SDMS (Lat: 34.068333, Lng: -117.806667), Route carried "under" structure: State highway 57, Year Built: 1972, Structure Length: 26.09m (85.60ft), Average Daily Traffic: 70,000 (year 1998), 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) Find on map >>
Structure Number: 53 1978F, Location: 07-LA-057-R7.94-SDMS (Lat: 34.068333, Lng: -117.806667), Route carried "under" structure: State highway 57, Year Built: 1972, Structure Length: 26.09m (85.60ft), Average Daily Traffic: 70,000 (year 1998), 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) Find on map >>
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 1998), 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) Find on map >>
Structure Number: 53 2002, Location: 07-LA-057-R8.71-SDMS (Lat: 34.071667, Lng: -117.816667), Route carried "under" structure: State highway 57, Year Built: 1971, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 143,300 (year 1997), 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) Find on map >>
Structure Number: 53 2005F, Location: 07-LA-057-R7.72-SDMS (Lat: 34.065000, Lng: -117.806667), Route carried "under" structure: Interstate 10, Year Built: 1972, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 189,000 (year 1998), 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) Find on map >>
Structure Number: 53 2009, Location: 07-LA-210-R46.36-SDMS (Lat: 34.093333, Lng: -117.816667), Route carried "under" structure: City street L383, Year Built: 1971, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 6,300 (year 1998), 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) Find on map >>
Structure Number: 53 2064, Location: 07-LA-210-R45.46-SDMS (Lat: 34.120000, Lng: -117.806667), Route carried "under" structure: City street L383, Year Built: 1970, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,500 (year 1998), 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) Find on map >>
Structure Number: 53 2068, Location: 07-LA-210-R45.71-SDMS (Lat: 34.120000, Lng: -117.801667), Route carried "under" structure: City street L533, Year Built: 1970, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 750 (year 1998), 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) Find on map >>
Structure Number: 53 2069, Location: 07-LA-210-R46.21-SDMS (Lat: 34.120000, Lng: -117.793333), Route carried "under" structure: City street L651, Year Built: 1970, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 5,876 (year 1998), 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) Discuss this city on our hugely popular California forum Back to: San Dimas, CA, California, All US cities.
|
 |
