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Bridge Statistics for Downey, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Downey, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 48 Total length: 432 meters (1,417ft) Total costs: $9,081,000 Total average daily traffic: 4,896,410 Total average daily truck traffic: 262,907 National Bridge Inventory (NBI) Registered Bridges for Downey
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 53 0213, Location: 07-LA-005-7.06-DNY (Lat: 33.943333, Lng: -118.098333), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1965, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.060, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 38.4m (126.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0639, Location: 07-LA-005-9.47-DNY (Lat: 33.971667, Lng: -118.123333), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1982, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.470, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 40.1m (131.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 064, Location: 07-LA-005-8.29-DNY (Lat: 33.956667, Lng: -118.111667), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1982, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.290, Lanes on structure: 10, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.6m (152.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 44.8m (147.0ft), Out-to-Out Width: 48.3m (158.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0765, Location: 07-LA-005-8.95-DNY (Lat: 33.963333, Lng: -118.118333), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1982, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: PARAMOUNT BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.950, Lanes on structure: 9, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 43.1m (141.4ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,058,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,587,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1048, Location: 07-LA-005-7.87-DNY (Lat: 33.953333, Lng: -118.105000), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: LEMORAN AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 39.1m (128.3ft), Out-to-Out Width: 41.5m (136.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: 53 1290M, Location: 07-LA-005-8.92-DNY (Lat: 33.961667, Lng: -118.116667), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 197,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: BROCK AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.920, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.9m (157.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 47.9m (157.2ft) 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: 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: Febuary 2007 Find on map >>
Structure Number: 53 1655G, Location: 07-LA-605-R9.22-DNY (Lat: 33.935000, Lng: -118.098333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1965, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 22,400 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 23,495 (year 2029), Design Load: HS 20, Features Intersected: STUDEBAKER RD-N605 ON-RP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.220, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $524,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1656, Location: 07-LA-605-R9.35-DNY (Lat: 33.938333, Lng: -118.098333), Route carried "on" structure: Interstate 605, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 262,670 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 302,978 (year 2029), Design Load: HS 20, Features Intersected: FLORENCE AVE Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 9.350, Lanes on structure: 11, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.6m (149.6ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 45.6m (149.6ft), Out-to-Out Width: 46.8m (153.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1656G, Location: 07-LA-605-R9.35-DNY (Lat: 33.933333, Lng: -118.098333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1965, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 25,583 (year 2029), Design Load: HS 20, Features Intersected: FLORENCE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.6 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,320,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1659K, Location: 07-LA-605-R9.54-DNY (Lat: 33.941667, Lng: -118.096667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1965, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 3,650 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 4,021 (year 2029), Design Load: HS 20, Features Intersected: S5-N&S605 CONNECTOR RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.540, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 243, Location: 07-LA-105-R15.36-DNY (Lat: 33.913333, Lng: -118.148333), Route carried "on" structure: City street Q841, Year Built: 1989, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 9,243 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 105 & LRT, Facility Carried by Structure: GARDENDALE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.53m (44.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $3,767,000, Roadway Improvement Cost: $377,000, Total Project Cost: $5,650,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2564, Location: 07-LA-105-R15.54-DNY (Lat: 33.913333, Lng: -118.143333), Route carried "on" structure: Business City street 105, Year Built: 1987, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,302 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-105, Facility Carried by Structure: BARLIN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.540, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.9m (190.0ft), 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: 14.6m (47.9ft) 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2565G, Location: 07-LA-105-R15.76-DNY (Lat: 33.913333, Lng: -118.141667), Route carried "on" structure: Ramp Interstate 105, Year Built: 1993, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 5,100 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 5,495 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-105 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.760, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 58.8m (192.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2567, Location: 07-LA-105-R15.94-DNY (Lat: 33.913333, Lng: -118.136667), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 1,040 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,129 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 105, Facility Carried by Structure: HANWELL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.1m (184.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 257, Location: 07-LA-105-R16.14-DNY (Lat: 33.913333, Lng: -118.133333), Route carried "on" structure: City street L066, Year Built: 1989, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 12,400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 13,557 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 105, Facility Carried by Structure: CLARK AVENUE 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: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), 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: 21.9m (71.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2572, Location: 07-LA-105-R16.39-DNY (Lat: 33.913333, Lng: -118.128333), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 3,700 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 5,135 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 105, Facility Carried by Structure: ARDIS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2573, Location: 07-LA-105-R16.64-DNY (Lat: 33.913333, Lng: -118.125000), Route carried "on" structure: City street L067, Year Built: 1989, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 18,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 31,837 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 105, Facility Carried by Structure: BELLFLOWER BLVD 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: 21.3m (69.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.8m (87.9ft) 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2574, Location: 07-LA-105-R16.89-DNY (Lat: 33.913333, Lng: -118.120000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 1,400 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,054 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 105, Facility Carried by Structure: DUNROBIN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.0m (173.9ft), 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: 14.6m (47.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2575, Location: 07-LA-105-R17.14-DNY (Lat: 33.915000, Lng: -118.116667), Route carried "on" structure: City street L068, Year Built: 1987, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 15,815 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 105, Facility Carried by Structure: WOODRUFF AVENUE 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: 24.4m (80.1ft), 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: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.9m (98.1ft) 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2576, Location: 07-LA-105-R17.49-DNY (Lat: 33.915000, Lng: -118.100000), Route carried "on" structure: Interstate 105, Year Built: 1987, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 19,800 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 21,567 (year 2028), Design Load: HS 20+Mod, Features Intersected: SAN GABRIEL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.490, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 32.2m (105.6ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Bituminous Find on map >>
Structure Number: 53 2698G, Location: 07-LA-105-R17.44-DNY (Lat: 33.915000, Lng: -118.110000), Route carried "on" structure: Interstate 105, Year Built: 1987, Status: Open, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 110,000 (year 2006), Average Future Daily Traffic: 128,373 (year 2028), Design Load: HS 20+Mod, Features Intersected: SAN GABRIEL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C008, Location: 0.2 MI W SAN GAB RIV FWY (Lat: 33.938333, Lng: -118.098333), Route carried "on" structure: City street L120, Year Built: 1951, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 40,000 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 49,625 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIV BR, Facility Carried by Structure: FLORENCE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 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: High priority of replacement, Waterway Adequacy: Equal 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0085, Location: 1 MI W PARAMOUNT BLVD (Lat: 33.963333, Lng: -118.146667), Route carried "on" structure: City street L120, Year Built: 1953, Year Reconstructed: 1975, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 36,100 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 44,914 (year 2029), Design Load: HS 20, Features Intersected: RIO HONDO, Facility Carried by Structure: FLORENCE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0106, Location: 0.5 MI W SAN GBRL RIV FY (Lat: 33.916667, Lng: -118.110000), Route carried "on" structure: City street L100, Year Built: 1952, Year Reconstructed: 1971, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 32,000 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 39,174 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIV & FRT RD, Facility Carried by Structure: IMPERIAL HIGHWAY Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C085, Location: 1/2 MI W PARAMONT BLVD (Lat: 33.926667, Lng: -118.156667), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,515 (year 2029), Design Load: HS 20, Features Intersected: IMPERIAL HIGHWAY, Facility Carried by Structure: ERICKSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 43.2m (141.7ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1018, Location: 0.8 MI N FLORENCE AVE (Lat: 33.965000, Lng: -118.135000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 8,300 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 10,304 (year 2029), Features Intersected: RIO HONDO, Facility Carried by Structure: SUVA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1645, Location: 0.4 MI E ROSEMEAD BLVD (Lat: 33.956667, Lng: -118.103333), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,450 (year 2001), Average Future Daily Traffic: 3,081 (year 2029), Design Load: HS 20, Features Intersected: LEMORAN AVE STORM DRAIN, Facility Carried by Structure: CEDARTREE RD 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Channel: Very good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53C1646, Location: 0.4 MI E ROSEMEAD BLVD (Lat: 33.953333, Lng: -118.103333), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 400 (year 1998), Average Future Daily Traffic: 576 (year 2029), Design Load: HS 20, Features Intersected: LEMORAN AVE STORM DRAIN, Facility Carried by Structure: BROOKPARK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Channel: Very good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53C1984, Location: .5 mi W/O Studebaker Rd (Lat: 33.926667, Lng: -118.108333), Route carried "on" structure: City street L164, Year Built: 1934, Year Reconstructed: 1950, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 53,600 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 65,596 (year 2029), Design Load: H 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: FIRESTONE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Imminent failure, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: April 2007, Other Special Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53 064, Location: 07-LA-005-8.29-DNY (Lat: 33.956667, Lng: -118.111667), Route carried "under" structure: State highway 19, Year Built: 1953, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 24,000 (year 1997), Truck Traffic: 4%, Features Intersected: ROUTE 19 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.208, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 53 0765, Location: 07-LA-005-8.95-DNY (Lat: 33.963333, Lng: -118.118333), Route carried "under" structure: City street L091, Year Built: 1953, Structure Length: 4.91m (16.11ft), Features Intersected: PARAMOUNT BLVD, Facility Carried by Structure: I 5 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 53 1655G, Location: 07-LA-605-R9.22-DNY (Lat: 33.935000, Lng: -118.098333), Route carried "under" structure: Ramp Interstate 605, Year Built: 1965, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 1%, Features Intersected: STUDEBAKER RD-N605 ON-RP Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.922, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.0m (36.1ft) Find on map >>
Structure Number: 53 1656, Location: 07-LA-605-R9.35-DNY (Lat: 33.938333, Lng: -118.098333), Route carried "under" structure: City street L120, Year Built: 1965, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 33,000 (year 2006), Truck Traffic: 2%, Features Intersected: FLORENCE AVE, Facility Carried by Structure: INTERSTATE 605 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 53 1656G, Location: 07-LA-605-R9.35-DNY (Lat: 33.933333, Lng: -118.098333), Route carried "under" structure: City street L120, Year Built: 1965, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 33,000 (year 2006), Truck Traffic: 2%, Features Intersected: FLORENCE AVE, Facility Carried by Structure: N605-S5 CONNECTOR Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 53 1659K, Location: 07-LA-605-R9.54-DNY (Lat: 33.941667, Lng: -118.096667), Route carried "under" structure: Ramp Interstate 5, Year Built: 1965, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 5,500 (year 2004), Truck Traffic: 2%, Features Intersected: S5-N&S605 CONNECTOR RAMP Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.693, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 53 1659K, Location: 07-LA-605-R9.54-DNY (Lat: 33.941667, Lng: -118.096667), Route carried "under" structure: Interstate 5, Year Built: 1965, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 239,000 (year 2004), Truck Traffic: 1%, Features Intersected: S5-N&S605 CONNECTOR RAMP Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.693, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 53 1804, Location: 07-LA-005-9.15-DNY (Lat: 33.970000, Lng: -118.121667), Route carried "under" structure: Interstate 5, Year Built: 1982, Structure Length: 25.66m (84.19ft), Average Daily Traffic: 249,000 (year 2000), Features Intersected: TWEEDY LANE POC Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.915, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 53 243, Location: 07-LA-105-R15.36-DNY (Lat: 33.913333, Lng: -118.148333), Route carried "under" structure: US 105, Year Built: 1989, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: I 105 & LRT, Facility Carried by Structure: GARDENDALE ST Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.536, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 68.9m (226.0ft) Find on map >>
Structure Number: 53 2506, Location: 07-LA-005-7.83-DNY (Lat: 33.953333, Lng: -118.105000), Route carried "under" structure: Interstate 5, Year Built: 1972, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 227,000 (year 1997), Truck Traffic: 9%, Features Intersected: LEMORAN AVE POC Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.783, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 53 2564, Location: 07-LA-105-R15.54-DNY (Lat: 33.913333, Lng: -118.143333), Route carried "under" structure: Interstate 105, Year Built: 1987, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: INTERSTATE-105, Facility Carried by Structure: BARLIN AVE Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 1.554, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 57.9m (190.0ft) Find on map >>
Structure Number: 53 2565G, Location: 07-LA-105-R15.76-DNY (Lat: 33.913333, Lng: -118.141667), Route carried "under" structure: Interstate 105, Year Built: 1993, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: I-105 Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 1.576, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 58.8m (192.9ft) Find on map >>
Structure Number: 53 2567, Location: 07-LA-105-R15.94-DNY (Lat: 33.913333, Lng: -118.136667), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 3%, Features Intersected: INTERSTATE 105, Facility Carried by Structure: HANWELL AVENUE Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 1.594, Lanes on structure: 2, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 56.1m (184.1ft) Find on map >>
Structure Number: 53 257, Location: 07-LA-105-R16.14-DNY (Lat: 33.913333, Lng: -118.133333), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 6%, Features Intersected: INTERSTATE 105, Facility Carried by Structure: CLARK AVENUE Minimum Vertical Clearance: 6.29m (20.64ft), Kilometerpoint: 1.614, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.0m (150.9ft) Find on map >>
Structure Number: 53 2572, Location: 07-LA-105-R16.39-DNY (Lat: 33.913333, Lng: -118.128333), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 12%, Features Intersected: INTERSTATE 105, Facility Carried by Structure: ARDIS AVENUE Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.639, Lanes on structure: 2, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.1m (161.1ft) Find on map >>
Structure Number: 53 2573, Location: 07-LA-105-R16.64-DNY (Lat: 33.913333, Lng: -118.125000), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 6%, Features Intersected: INTERSTATE 105, Facility Carried by Structure: BELLFLOWER BLVD Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.664, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 53 2574, Location: 07-LA-105-R16.89-DNY (Lat: 33.913333, Lng: -118.120000), Route carried "under" structure: Interstate 105, Year Built: 1987, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 6%, Features Intersected: INTERSTATE 105, Facility Carried by Structure: DUNROBIN AVENUE Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 1.689, Lanes on structure: 2, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.0m (173.9ft) Find on map >>
Structure Number: 53 2575, Location: 07-LA-105-R17.14-DNY (Lat: 33.915000, Lng: -118.116667), Route carried "under" structure: Interstate 105, Year Built: 1987, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 6%, Features Intersected: INTERSTATE 105, Facility Carried by Structure: WOODRUFF AVENUE Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 1.714, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 53C085, Location: 1/2 MI W PARAMONT BLVD (Lat: 33.926667, Lng: -118.156667), Route carried "under" structure: City street L100, Year Built: 1973, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 42,900 (year 1998), Truck Traffic: 5%, Features Intersected: IMPERIAL HIGHWAY, Facility Carried by Structure: ERICKSON AVENUE Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft) Discuss this city on our hugely popular California forum Back to: Downey, CA, California, All US cities.
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