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Bridge Statistics for Claremont, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Claremont, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 162 meters (531ft) Total average daily traffic: 2,569,399 Total average daily truck traffic: 174,867 National Bridge Inventory (NBI) Registered Bridges for Claremont
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 53 0094, Location: 07-LA-030-4.25-CLA (Lat: 34.118333, Lng: -117.750000), Route carried "on" structure: State highway 30, Year Built: 1914, Year Reconstructed: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,700 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 26,193 (year 2029), Features Intersected: LIVE OAK CANYON CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.250, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53 086, Location: 07-LA-010-47.74-CLA (Lat: 34.081667, Lng: -117.720000), Route carried "on" structure: Interstate 10, Year Built: 1954, Year Reconstructed: 1969, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: INDIAN HILL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.740, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 39.5m (129.6ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.3 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 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2781, Location: 07-LA-030-4.4-CLA (Lat: 34.125000, Lng: -117.745833), Route carried "on" structure: State highway 30, Year Built: 1996, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 78,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 254,921 (year 2029), Design Load: HS 20+Mod, Features Intersected: LIVE OAK CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.400, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 283, Location: 07-LA-030-5.09-CLA (Lat: 34.121667, Lng: -117.736667), Route carried "on" structure: State highway 30, Year Built: 1998, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 78,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 254,921 (year 2029), Design Load: HS 20+Mod, Features Intersected: THOMPSON CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 5.090, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2868, Location: 07-LA-210-R49.02-CLA (Lat: 34.125000, Lng: -114.766667), Route carried "on" structure: Interstate 210, Year Built: 2000, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 184,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 239,363 (year 2029), Design Load: HS 20+Mod, Features Intersected: LIVE OAK CANYON WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.020, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 58.3m (191.3ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 58.3m (191.3ft), Out-to-Out Width: 59.3m (194.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2869, Location: 07-LA-210-R49.11-CLA (Lat: 34.125000, Lng: -114.766667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 8.04m (26.38ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 1,082 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: LIVE OAK CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 287, Location: 07-LA-210-R49.37-CLA (Lat: 34.121667, Lng: -117.736667), Route carried "on" structure: Interstate 210, Year Built: 2001, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 184,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 239,363 (year 2029), Design Load: HS 20+Mod, Features Intersected: THOMPSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.370, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 71.3m (233.9ft), Out-to-Out Width: 73.0m (239.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2871, Location: 07-LA-210-R49.53-CLA (Lat: 37.120833, Lng: -117.723333), Route carried "on" structure: City street L064, Year Built: 2001, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 1,340 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: TOWNE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 32.6m (107.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2872, Location: 07-LA-210-R49.96-CLA (Lat: 37.120833, Lng: -117.718333), Route carried "on" structure: City street L0681, Year Built: 2001, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 2,576 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: MOUNTAIN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2873, Location: 07-LA-210-R50.46-CLA (Lat: 34.120833, Lng: -117.713333), Route carried "on" structure: City street Q0932, Year Built: 2001, Status: Open, Structure Length: 7.15m (23.46ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,237 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: INDIAN HILL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 26.3m (86.3ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2874, Location: 07-LA-210-R51.21-CLA (Lat: 34.120833, Lng: -117.703333), Route carried "on" structure: City street Q0982, Year Built: 2001, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2002), Average Future Daily Traffic: 2,061 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: MILLS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.2m (128.6ft), Curb or Sidewalk Widths: Left: 5.9m (19.4ft), Right: 5.9m (19.4ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2875, Location: 07-LA-210-R51.72-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 9.31m (30.54ft), Average Daily Traffic: 1,200 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,546 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: MONTE VISTA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.6m (175.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2877, Location: 07-LA-030-7.46-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "on" structure: State highway 30, Year Built: 2001, Status: Open, Structure Length: 15.35m (50.36ft), Average Daily Traffic: 78,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 254,921 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: BASELINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.460, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 65.8m (215.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Find on map >>
Structure Number: 53 2879, Location: 07-LA-210-R51.94-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "on" structure: Ramp Interstate 210, Year Built: 2001, Status: Open, Structure Length: 9.01m (29.56ft), Average Daily Traffic: 5,000 (year 2002), Average Future Daily Traffic: 7,213 (year 2029), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 210, Facility Carried by Structure: BASELINE RD RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.940, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.4m (152.2ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.7m (87.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 288, Location: 07-LA-210-R52.14-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "on" structure: State highway 210, Year Built: 2001, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 185,999 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 243,175 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN ANTONIO WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.140, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.9m (180.1ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 086, Location: 07-LA-010-47.74-CLA (Lat: 34.081667, Lng: -117.720000), Route carried "under" structure: City street Q932, Year Built: 1954, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 28,000 (year 1998), Truck Traffic: 2%, Features Intersected: INDIAN HILL BLVD, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 53 2869, Location: 07-LA-210-R49.11-CLA (Lat: 34.125000, Lng: -114.766667), Route carried "under" structure: Interstate 210, Year Built: 2000, Structure Length: 8.04m (26.38ft), Average Daily Traffic: 168,000 (year 1998), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: LIVE OAK CANYON RD Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 4.911, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 42.2m (138.5ft) Find on map >>
Structure Number: 53 2871, Location: 07-LA-210-R49.53-CLA (Lat: 37.120833, Lng: -117.723333), Route carried "under" structure: Interstate 210, Year Built: 2001, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 168,000 (year 1998), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: TOWNE AVE Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.953, Lanes on structure: 7, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.6m (103.7ft) Find on map >>
Structure Number: 53 2872, Location: 07-LA-210-R49.96-CLA (Lat: 37.120833, Lng: -117.718333), Route carried "under" structure: Interstate 210, Year Built: 2001, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 168,000 (year 1998), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: MOUNTAIN AVE Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 4.996, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 53 2873, Location: 07-LA-210-R50.46-CLA (Lat: 34.120833, Lng: -117.713333), Route carried "under" structure: State highway 210, Year Built: 2001, Structure Length: 7.15m (23.46ft), Average Daily Traffic: 168,000 (year 2002), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: INDIAN HILL BLVD Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.046, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.0m (121.4ft) Find on map >>
Structure Number: 53 2874, Location: 07-LA-210-R51.21-CLA (Lat: 34.120833, Lng: -117.703333), Route carried "under" structure: State highway 210, Year Built: 2001, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 168,000 (year 2002), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: MILLS AVE Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 5.121, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.2m (128.6ft) Find on map >>
Structure Number: 53 2875, Location: 07-LA-210-R51.72-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "under" structure: Interstate 210, Year Built: 2001, Structure Length: 9.31m (30.54ft), Average Daily Traffic: 168,000 (year 2002), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: MONTE VISTA AVE Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 5.172, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.6m (175.9ft) Find on map >>
Structure Number: 53 2877, Location: 07-LA-030-7.46-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "under" structure: Interstate 210, Year Built: 2001, Structure Length: 15.35m (50.36ft), Average Daily Traffic: 168,000 (year 1998), Truck Traffic: 5%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: BASELINE ROAD Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.185, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 65.8m (215.9ft) Find on map >>
Structure Number: 53 2879, Location: 07-LA-210-R51.94-CLA (Lat: 34.120833, Lng: -117.700000), Route carried "under" structure: State highway 210, Year Built: 2001, Structure Length: 9.01m (29.56ft), Average Daily Traffic: 168,000 (year 2002), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: BASELINE RD RAMPS Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 5.194, Lanes on structure: 4, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.4m (152.2ft) Find on map >>
Structure Number: 53 2896, Location: 07-LA-210-R50.52-CLA (Lat: 34.120833, Lng: -117.713333), Route carried "under" structure: State highway 210, Year Built: 2001, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 168,000 (year 2002), Truck Traffic: 8%, Features Intersected: INTERSTATE 210, Facility Carried by Structure: INDIAN HILL FLUME Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 5.052, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.1m (118.4ft) Discuss this city on our hugely popular California forum Back to: Claremont, CA, California, All US cities.
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