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Bridge Statistics for Arcadia, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Arcadia, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 56 Total length: 233 meters (764ft) Total costs: $2,511,000 Total average daily traffic: 2,864,400 Total average daily truck traffic: 199,715 National Bridge Inventory (NBI) Registered Bridges for Arcadia
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 53 1889, Location: 07-LA-210-R32.2-ADA (Lat: 34.148333, Lng: -118.025000), Route carried "on" structure: Interstate 210, Year Built: 1968, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 259,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 336,118 (year 2029), Design Load: HS 20, Features Intersected: COLORADO,2ND,SANTA ANITA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.200, Lanes on structure: 12, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 60.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 189, Location: 07-LA-210-R32.08-ADA (Lat: 34.148333, Lng: -118.026667), Route carried "on" structure: Interstate 210, Year Built: 1968, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 259,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 336,118 (year 2029), Design Load: HS 20, Features Intersected: FIRST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.080, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.4m (171.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 57.0m (187.0ft), Out-to-Out Width: 58.2m (190.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1891, Location: 07-LA-210-R31.88-ADA (Lat: 34.148333, Lng: -118.030000), Route carried "on" structure: Interstate 210, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 259,000 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 336,118 (year 2029), Design Load: HS 20, Features Intersected: SANTA ANITA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.880, Lanes on structure: 11, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 49.4m (162.1ft), Out-to-Out Width: 50.6m (166.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1911L, Location: 07-LA-210-R30.82-ADA (Lat: 34.148333, Lng: -118.048333), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 129,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 168,059 (year 2029), Design Load: HS 20, Features Intersected: BALDWIN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.820, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 34.4m (112.9ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1911R, Location: 07-LA-210-R30.82-ADA (Lat: 34.148333, Lng: -118.048333), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 129,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 168,059 (year 2029), Design Load: HS 20, Features Intersected: BALDWIN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.820, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1956L, Location: 07-LA-210-R29.79-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 113,087 (year 2029), Design Load: HS 20, Features Intersected: MICHILLINDA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.790, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1956R, Location: 07-LA-210-R29.79-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 113,087 (year 2029), Design Load: HS 20, Features Intersected: MICHILLINDA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.790, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1956S, Location: 07-LA-210-R29.8-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "on" structure: Bypass Interstate 210, Year Built: 1971, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 4,100 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 4,328 (year 2029), Design Load: HS 20, Features Intersected: MICHILLINDA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.800, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2020K, Location: 07-LA-210-R29.81-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "on" structure: Bypass Interstate 210, Year Built: 1971, Status: Open, Structure Length: 11.77m (38.62ft), Average Daily Traffic: 6,800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 7,109 (year 2029), Design Load: HS 20, Features Intersected: MICHILLINDA AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.810, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.77m (38.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,638,000, Roadway Improvement Cost: $164,000, Total Project Cost: $2,458,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2073L, Location: 07-LA-210-R30.6-ADA (Lat: 34.148333, Lng: -118.051667), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 129,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 168,059 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.600, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 53 2073R, Location: 07-LA-210-R30.6-ADA (Lat: 34.148333, Lng: -118.051667), Route carried "on" structure: Interstate 210, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 129,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 168,059 (year 2029), Features Intersected: ARCADIA WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.600, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 Find on map >>
Structure Number: 53 2074L, Location: 07-LA-210-R30.61-ADA (Lat: 34.148333, Lng: -118.051667), Route carried "on" structure: Interstate 210, Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 129,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 168,059 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.610, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 53C0305, Location: AT COLORADO BLVD (Lat: 34.145000, Lng: -118.023333), Route carried "on" structure: City street Q506, Year Built: 1968, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 8,200 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 10,133 (year 2029), Design Load: HS 20, Features Intersected: SANTA ANITA WASH, Facility Carried by Structure: SECOND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 92.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0306, Location: AT SECOND AVE (Lat: 34.145000, Lng: -118.025000), Route carried "on" structure: City street L485, Year Built: 1948, Year Reconstructed: 1968, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,900 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 7,268 (year 2029), Design Load: H 15, Features Intersected: SANTA ANITA WASH, Facility Carried by Structure: COLORADO BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 50.2 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0396, Location: 0.2 MI E SANTA ANITA AVE (Lat: 34.151667, Lng: -118.026667), Route carried "on" structure: City street L718, Year Built: 1928, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 25,700 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 31,526 (year 2029), Design Load: H 15, Features Intersected: SANTA ANITA WASH, Facility Carried by Structure: FOOTHILL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 4.7m (15.4ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0437, Location: 0.1 MI E EL MONTE AVE (Lat: 34.108333, Lng: -118.035000), Route carried "on" structure: City street L496, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 25,282 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LAS TUNAS DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 24.7m (81.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0499, Location: 0.2 MI W EL MONTE AVE (Lat: 34.128333, Lng: -118.040000), Route carried "on" structure: City street L517, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 22,100 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 27,125 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: DUARTE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0527, Location: 0.8 MI N OF RTE I-210 (Lat: 34.156667, Lng: -118.030000), Route carried "on" structure: City street L366, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,200 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 12,487 (year 2029), Features Intersected: SIERRA MADRE WASH, Facility Carried by Structure: SANTA ANITA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 29.1m (95.5ft) Condition: Channel: Excellent, Culverts: 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: 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: June 2007 Find on map >>
Structure Number: 53C0595, Location: 0.2 MI W SANTA ANITA AVE (Lat: 34.161667, Lng: -118.035000), Route carried "on" structure: City street L514, Year Built: 1953, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,800 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 5,936 (year 2029), Features Intersected: SIERRA MADRE WASH, Facility Carried by Structure: SIERRA MADRE BLVD 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Excellent, Inventory Rating: 72.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C0603, Location: AT NAOMI AVE (Lat: 34.125000, Lng: -118.038333), Route carried "on" structure: City street Q504, Year Built: 1955, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 5,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 6,858 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: EL MONTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.0m (124.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0631, Location: 0.5 MI W SANTA ANITA AV (Lat: 34.130000, Lng: -118.040000), Route carried "on" structure: City street L518, Year Built: 1957, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 10,543 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: CAMPUS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0633, Location: 0.1 MI E EL MONTE AVE (Lat: 34.115000, Lng: -118.036667), Route carried "on" structure: City street Q497, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 6,858 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LONGDEN AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.8 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0635, Location: 0.1 MI E EL MONTE AVE (Lat: 34.106667, Lng: -118.035000), Route carried "on" structure: City street L516, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 26,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 32,652 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LIVE OAK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0636, Location: 0.1 MI E EL MONTE AVE (Lat: 34.121667, Lng: -118.036667), Route carried "on" structure: City street Q496, Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 5,629 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: CAMINO REAL 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C065, Location: 0.2 MI E HOLLY AVE (Lat: 34.131667, Lng: -118.041667), Route carried "on" structure: City street L493, Year Built: 1957, Year Reconstructed: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 12,800 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 15,762 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: HUNTINGTON DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0651, Location: 0.2 MI E HOLLY AVE (Lat: 34.133333, Lng: -118.043333), Route carried "on" structure: City street L493, Year Built: 1957, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 13,700 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 17,011 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: HUNTINGTON DR WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0655, Location: 0.1 MI W OF 10TH AVE (Lat: 34.121667, Lng: -118.013333), Route carried "on" structure: City street Q496, Year Built: 1951, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 4,504 (year 2029), Design Load: HS 20, Features Intersected: SANTA ANITA WASH, Facility Carried by Structure: CAMINO REAL AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1424, Location: 0.1 MI E EL MONTE AVE (Lat: 34.108333, Lng: -118.035000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 400 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 518 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: SANDRA AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1425, Location: 0.1 MI E EL MONTE AVE (Lat: 34.110000, Lng: -118.035000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,038 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: WOODRUFF AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1426, Location: 0.1 MI E EL MONTE AVE (Lat: 34.111667, Lng: -118.036667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,200 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,452 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: PALM DRIVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1427, Location: 0.1 MI E EL MONTE AVE (Lat: 34.116667, Lng: -118.036667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,245 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LAS FLORES AVE 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1428, Location: 0.1 MI E EL MONTE AVE (Lat: 34.118333, Lng: -118.036667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 996 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: WISTARIA AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1429, Location: 0.1 MI E EL MONTE AVE (Lat: 34.118333, Lng: -118.036667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 996 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LEMON AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C143, Location: 0.1 MI E EL MONTE AVE (Lat: 34.120000, Lng: -118.036667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,245 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: NORMAN AVE 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1431, Location: 0.1 MI W EL MONTE AVE (Lat: 34.125000, Lng: -118.038333), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,490 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: LE ROY AVE 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1566, Location: 0.2 MI E OF SECOND AVE (Lat: 34.151667, Lng: -118.026667), Route carried "on" structure: City street Q495, Year Built: 1971, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 13,000 (year 2029), Design Load: HS 20, Features Intersected: SANTA ANITA WASH, Facility Carried by Structure: SANTA CLARA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1571, Location: 0.2 MI E SANTA ANITA AVE (Lat: 34.151667, Lng: -118.026667), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 2,490 (year 2029), Design Load: HS 20, Features Intersected: SANTA ANITA WASH, Facility Carried by Structure: SYCAMORE AVE 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1911, Location: 0.2 MI NW OF W HNTNTN DR (Lat: 34.141667, Lng: -118.038333), Route carried "on" structure: City street L485, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 9,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 11,771 (year 2029), Design Load: HS 20, Features Intersected: EAST BRANCH ARCADIA WASH, Facility Carried by Structure: COLORADO PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 6 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: 0.4m (1.3ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1912, Location: 0.2 MI W BALDWIN AVE (Lat: 34.148333, Lng: -118.053333), Route carried "on" structure: City street L485, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,800 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 8,393 (year 2029), Design Load: HS 20, Features Intersected: ARCADIA WASH, Facility Carried by Structure: COLORADO BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53C1913, Location: AT BALDWIN AVE (Lat: 34.148333, Lng: -118.048333), Route carried "on" structure: City street L485, Year Built: 1971, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 16,200 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 19,857 (year 2029), Design Load: HS 20, Features Intersected: BALDWIN AVENUE, Facility Carried by Structure: COLORADO BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), 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: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1889, Location: 07-LA-210-R32.2-ADA (Lat: 34.148333, Lng: -118.025000), Route carried "under" structure: Interstate Q506, Year Built: 1968, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 259,000 (year 1998), Truck Traffic: 8%, Features Intersected: COLORADO,2ND,SANTA ANITA, Facility Carried by Structure: I 210 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 53 1889, Location: 07-LA-210-R32.2-ADA (Lat: 34.148333, Lng: -118.025000), Route carried "under" structure: City street L485, Year Built: 1968, Structure Length: 25.91m (85.01ft), Features Intersected: COLORADO,2ND,SANTA ANITA, Facility Carried by Structure: I 210 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 53 189, Location: 07-LA-210-R32.08-ADA (Lat: 34.148333, Lng: -118.026667), Route carried "under" structure: City street Q505, Year Built: 1968, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 259,000 (year 1998), Truck Traffic: 8%, Features Intersected: FIRST AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 13, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 53 1891, Location: 07-LA-210-R31.88-ADA (Lat: 34.148333, Lng: -118.030000), Route carried "under" structure: City street L366, Year Built: 1968, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 259,000 (year 1998), Truck Traffic: 8%, Features Intersected: SANTA ANITA AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 53 1911L, Location: 07-LA-210-R30.82-ADA (Lat: 34.148333, Lng: -118.048333), Route carried "under" structure: City street L365, Year Built: 1971, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 25,000 (year 1998), Truck Traffic: 2%, Features Intersected: BALDWIN AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 53 1911R, Location: 07-LA-210-R30.82-ADA (Lat: 34.148333, Lng: -118.048333), Route carried "under" structure: City street L365, Year Built: 1971, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 25,000 (year 1998), Truck Traffic: 2%, Features Intersected: BALDWIN AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 53 1956L, Location: 07-LA-210-R29.79-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "under" structure: City street L719, Year Built: 1971, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 5%, Features Intersected: MICHILLINDA AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 53 1956R, Location: 07-LA-210-R29.79-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "under" structure: City street L719, Year Built: 1971, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 60,500 (year 1998), Truck Traffic: 7%, Features Intersected: MICHILLINDA AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 53 1956S, Location: 07-LA-210-R29.8-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "under" structure: City street L719, Year Built: 1971, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 4,100 (year 1998), Truck Traffic: 2%, Features Intersected: MICHILLINDA AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 53 2020K, Location: 07-LA-210-R29.81-ADA (Lat: 34.148333, Lng: -118.065000), Route carried "under" structure: City street L719, Year Built: 1971, Structure Length: 11.77m (38.62ft), Average Daily Traffic: 6,800 (year 1998), Truck Traffic: 2%, Features Intersected: MICHILLINDA AVENUE, Facility Carried by Structure: INTERSTATE 210 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 53C0312, Location: AT RTE I-210 (Lat: 34.148333, Lng: -118.048333), Route carried "under" structure: City street L365, Year Built: 1971, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 26,000 (year 1998), Truck Traffic: 2%, Features Intersected: BALDWIN AVE UP, Facility Carried by Structure: AT&SF RR Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 53C0596, Location: 0.1 MI W SANTA ANITA AVE (Lat: 34.145000, Lng: -118.031667), Route carried "under" structure: City street L485, Year Built: 1951, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 10,300 (year 2002), Truck Traffic: 1%, Features Intersected: COLORADO BLVD UP, Facility Carried by Structure: BNSF Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.8m (78.1ft) Discuss this city on our hugely popular California forum Back to: Arcadia, CA, California, All US cities.
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