 |
 |
Bridge Statistics for Cerritos, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cerritos, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 442 meters (1,450ft) Total costs: $12,581,000 Total average daily traffic: 5,874,050 Total average daily truck traffic: 329,283 National Bridge Inventory (NBI) Registered Bridges for Cerritos
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 53 1324, Location: 07-LA-091-R17.57-CRTS (Lat: 33.875000, Lng: -118.090000), Route carried "on" structure: City street Q771, Year Built: 1968, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 11,730 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 15,250 (year 2029), Design Load: HS 20, Features Intersected: SR 91, Facility Carried by Structure: GRIDLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1334, Location: 07-LA-091-R18.67-CRTS (Lat: 33.875000, Lng: -118.071667), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 301,290 (year 2029), Design Load: HS 20, Features Intersected: NORWALK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.670, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.7m (163.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 49.7m (163.1ft), Out-to-Out Width: 50.9m (167.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 95.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1431, Location: 07-LA-091-R20.16-CRTS (Lat: 33.868333, Lng: -118.050000), Route carried "on" structure: City street L707, Year Built: 1969, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 27,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 36,064 (year 2029), Design Load: HS 20, Features Intersected: SR 91, Facility Carried by Structure: 183RD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.8m (71.5ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1432, Location: 07-LA-091-R20.45-CRTS (Lat: 33.865000, Lng: -118.045000), Route carried "on" structure: City street L095, Year Built: 1969, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 25,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 32,973 (year 2029), Design Load: HS 20, Features Intersected: SR 91, Facility Carried by Structure: CARMENITA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1433, Location: 07-LA-091-R19.17-CRTS (Lat: 33.873333, Lng: -118.063333), Route carried "on" structure: City street L678, Year Built: 1968, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 19,550 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20, Features Intersected: SR 91, Facility Carried by Structure: BLOOMFIELD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1434, Location: 07-LA-091-R19.43-CRTS (Lat: 33.871667, Lng: -118.058333), Route carried "on" structure: City street L090, Year Built: 1968, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 20,700 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 26,791 (year 2029), Design Load: HS 20, Features Intersected: SR 91, Facility Carried by Structure: ARTESIA 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: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1703G, Location: 07-LA-091-R16.97-CRTS (Lat: 33.873333, Lng: -118.100000), Route carried "on" structure: Ramp State highway 91, Year Built: 1966, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 21,580 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 29,745 (year 2029), Design Load: HS 20, Features Intersected: I 605 & W91-S605 CON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.970, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 28.0m (91.9ft), 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: Imminent failure, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: High priority of corrective action, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,073,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,610,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1704, Location: 07-LA-091-R16.9-CRTS (Lat: 33.875000, Lng: -118.100000), Route carried "on" structure: State highway 91, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 301,290 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 605 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.900, Lanes on structure: 10, Lanes under structure: 13, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.5m (132.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 40.5m (132.9ft), Out-to-Out Width: 45.6m (149.6ft) Condition: Deck: Serious, Superstructure: Very good, Substructure: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1705F, Location: 07-LA-091-R16.93-CRTS (Lat: 33.878333, Lng: -118.101667), Route carried "on" structure: Ramp State highway 91, Year Built: 1966, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 24,900 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 33,159 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 605 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.930, Lanes on structure: 1, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 81.3 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1706, Location: 07-LA-091-R17.08-CRTS (Lat: 33.875000, Lng: -118.098333), Route carried "on" structure: State highway 91, Year Built: 1968, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 301,290 (year 2029), Design Load: HS 20, Features Intersected: STUDEBAKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.080, Lanes on structure: 9, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.8m (147.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 46.3m (151.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1707F, Location: 07-LA-091-R17.09-CRTS (Lat: 33.875000, Lng: -118.098333), Route carried "on" structure: Ramp State highway 91, Year Built: 1968, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 39,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 45,051 (year 2029), Design Load: HS 20, Features Intersected: STUDEBAKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.090, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.8 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 171, Location: 07-LA-605-R3.4-CRTS (Lat: 33.853333, Lng: -118.095000), Route carried "on" structure: City street Q827, Year Built: 1964, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 2,885 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 605, Facility Carried by Structure: 195TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 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 1711, Location: 07-LA-605-R4.26-CRTS (Lat: 33.866667, Lng: -118.096667), Route carried "on" structure: Interstate 605, Year Built: 1966, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 205,800 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 252,552 (year 2029), Design Load: HS 20, Features Intersected: 183RD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.260, Lanes on structure: 12, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.6m (156.2ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 47.6m (156.2ft), Out-to-Out Width: 48.8m (160.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,764,000, Roadway Improvement Cost: $276,000, Total Project Cost: $4,146,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1721, Location: 07-LA-605-R4.71-CRTS (Lat: 33.871667, Lng: -118.098333), Route carried "on" structure: Interstate 605, Year Built: 1966, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 205,800 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 252,552 (year 2029), Design Load: HS 20, Features Intersected: UP RR & LACMTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.710, Lanes on structure: 12, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 59.9m (196.5ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 59.9m (196.5ft), Out-to-Out Width: 61.1m (200.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior 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 1725, Location: 07-LA-605-R2.87-CRTS (Lat: 33.846667, Lng: -118.090000), Route carried "on" structure: City street L073, Year Built: 1966, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 34,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 47,399 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 605, Facility Carried by Structure: DEL AMO 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: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1732, Location: 07-LA-605-R3.75-CRTS (Lat: 33.858333, Lng: -118.095000), Route carried "on" structure: City street L074, Year Built: 1966, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 16,700 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 22,668 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 605, Facility Carried by Structure: SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior 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 1733, Location: 07-LA-605-R4.39-CRTS (Lat: 33.868333, Lng: -118.096667), Route carried "on" structure: Interstate 605, Year Built: 1966, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 205,800 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 252,552 (year 2029), Design Load: HS 20, Features Intersected: STUDEBAKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.390, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.6m (156.2ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 47.6m (156.2ft), Out-to-Out Width: 48.8m (160.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $4,550,000, Roadway Improvement Cost: $455,000, Total Project Cost: $6,825,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1735, Location: 07-LA-605-R4.77-CRTS (Lat: 33.871667, Lng: -118.100000), Route carried "on" structure: Interstate 605, Year Built: 1966, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 200,600 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 252,552 (year 2029), Design Load: HS 20, Features Intersected: ARTESIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.770, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.1m (134.8ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 41.1m (134.8ft), Out-to-Out Width: 42.7m (140.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior 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 1735G, Location: 07-LA-605-R4.78-CRTS (Lat: 33.871667, Lng: -118.100000), Route carried "on" structure: Ramp Interstate 605, Year Built: 1966, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 43,475 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 50,464 (year 2029), Design Load: HS 20, Features Intersected: ARTESIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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 2394M, Location: 07-LA-091-R19.85-CRTS (Lat: 33.870000, Lng: -118.053333), Route carried "on" structure: State highway 91, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 233,000 (year 2001), Design Load: HS 20, Features Intersected: SHOEMAKER AVE DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.850, Lanes on structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007 Find on map >>
Structure Number: 53 2708G, Location: 07-LA-091-R16.96-CRTS (Lat: 33.871667, Lng: -118.100000), Route carried "on" structure: Ramp State highway 91, Year Built: 1966, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 24,200 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 25,982 (year 2029), Design Load: HS 20, Features Intersected: ARTESIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.960, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2721, Location: 07-LA-091-R19.81-CRTS (Lat: 33.871667, Lng: -118.055000), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 91, Facility Carried by Structure: SHOEMAKER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.6m (179.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Fair, 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0055, Location: 0.4 MI W SAN GBRL RIV FWY (Lat: 33.858333, Lng: -118.101667), Route carried "on" structure: City street L074, Year Built: 1952, Year Reconstructed: 1972, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 33,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 40,264 (year 2028), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: SOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 21 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0325, Location: 1/4 MI E CARMENITA RD (Lat: 33.858333, Lng: -118.041667), Route carried "on" structure: City street L074, Year Built: 1951, Year Reconstructed: 1963, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 23,700 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 28,978 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CR, Facility Carried by Structure: SOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 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: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 58.0 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: Equal to 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0326, Location: 1/2 MI S/O ARTESIA FWY (Lat: 33.856667, Lng: -118.045000), Route carried "on" structure: City street L095, Year Built: 1958, Year Reconstructed: 2001, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 23,930 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 29,181 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CR, Facility Carried by Structure: CARMENITA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Poor, Superstructure: Very 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: 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0398, Location: 1/4 MI W SAN GAB RIV FW (Lat: 33.873333, Lng: -118.106667), Route carried "on" structure: City street L090, Year Built: 1941, Year Reconstructed: 1966, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 25,397 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 31,115 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: ARTESIA BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 53C0417, Location: 0.3 MI W VALLEY VIEW AV (Lat: 33.873333, Lng: -118.033333), Route carried "on" structure: City street L090, Year Built: 1959, Year Reconstructed: 1967, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 18,500 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 22,799 (year 2028), Design Load: HS 20, Features Intersected: NORTH FORK COYOTE CREEK, Facility Carried by Structure: ARTESIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) 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: 33.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0719, Location: 0.4 MI W SAN GABRL RIV F (Lat: 33.846667, Lng: -118.098333), Route carried "on" structure: City street L073, Year Built: 1966, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 32,700 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 39,858 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: DEL AMO BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Satisfactory, 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: Equal to present desirable criteria, 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: 53C0792, Location: 0.8 MI E NORWALK BLVD (Lat: 33.846667, Lng: -118.056667), Route carried "on" structure: City street L073, Year Built: 1965, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 19,234 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 23,386 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CR, Facility Carried by Structure: DEL AMO BLVD 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: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 71.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: July 2006, Other Special Inspection Date: Febuary 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0815, Location: 0.2 MI S ARTESIA BLVD (Lat: 33.871667, Lng: -118.028333), Route carried "on" structure: City street L097, Year Built: 1966, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 14,400 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 17,590 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CREEK, Facility Carried by Structure: VALLEY VIEW-SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1026, Location: 0.2 MI N OF ARTESIA FERRY (Lat: 33.863333, Lng: -118.036667), Route carried "on" structure: City street L096, Year Built: 1965, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 15,542 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 18,964 (year 2028), Design Load: HS 20, Features Intersected: COYOTE CR, Facility Carried by Structure: MARQUARDT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 89.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Other Special Inspection Frequency: Every 48 months, Inspection Date: December 2006, Other Special Inspection Date: Febuary 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1475, Location: 0.25 MI N DEL AMO BLVD (Lat: 33.850000, Lng: -118.063333), Route carried "on" structure: City street L678, Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 26,500 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 32,333 (year 2028), Design Load: HS 20, Features Intersected: STORM DRAIN BOND ISU #21, Facility Carried by Structure: BLOOMFIELD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 30.7m (100.7ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 53C1541, Location: 0.3 MI W SAN GABRL RI FWY (Lat: 33.865000, Lng: -118.103333), Route carried "on" structure: City street L707, Year Built: 1972, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 11,300 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 13,829 (year 2028), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: 183RD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 24.9m (81.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1702, Location: WEST OF 605 FREEWAY (Lat: 33.873333, Lng: -118.101667), Route carried "on" structure: City street L090, Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25,122 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 30,707 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: ARTESIA BLVD 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), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), 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: 34.2m (112.2ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 53 1324, Location: 07-LA-091-R17.57-CRTS (Lat: 33.875000, Lng: -118.090000), Route carried "under" structure: State highway 91, Year Built: 1968, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 91, Facility Carried by Structure: GRIDLEY ROAD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 1.757, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 53 1334, Location: 07-LA-091-R18.67-CRTS (Lat: 33.875000, Lng: -118.071667), Route carried "under" structure: City street L070, Year Built: 1968, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 24,500 (year 2005), Truck Traffic: 2%, Features Intersected: NORWALK BLVD, Facility Carried by Structure: STATE ROUTE 91 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 53 1431, Location: 07-LA-091-R20.16-CRTS (Lat: 33.868333, Lng: -118.050000), Route carried "under" structure: State highway 91, Year Built: 1969, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 91, Facility Carried by Structure: 183RD ST Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 2.016, Lanes on structure: 4, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.7m (163.1ft) Find on map >>
Structure Number: 53 1432, Location: 07-LA-091-R20.45-CRTS (Lat: 33.865000, Lng: -118.045000), Route carried "under" structure: State highway 91, Year Built: 1969, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 7%, Features Intersected: SR 91, Facility Carried by Structure: CARMENITA ROAD Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.045, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 53 1433, Location: 07-LA-091-R19.17-CRTS (Lat: 33.873333, Lng: -118.063333), Route carried "under" structure: State highway 91, Year Built: 1968, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 6%, Features Intersected: SR 91, Facility Carried by Structure: BLOOMFIELD AVE Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.917, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 53 1434, Location: 07-LA-091-R19.43-CRTS (Lat: 33.871667, Lng: -118.058333), Route carried "under" structure: State highway 91, Year Built: 1968, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 7%, Features Intersected: SR 91, Facility Carried by Structure: ARTESIA BLVD Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.943, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 53 1703G, Location: 07-LA-091-R16.97-CRTS (Lat: 33.873333, Lng: -118.100000), Route carried "under" structure: Interstate 605, Year Built: 1966, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 2%, Features Intersected: I 605 & W91-S605 CON Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.493, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 53 1704, Location: 07-LA-091-R16.9-CRTS (Lat: 33.875000, Lng: -118.100000), Route carried "under" structure: Interstate 605, Year Built: 1966, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 6%, Features Intersected: INTERSTATE 605, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.505, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 53 1704, Location: 07-LA-091-R16.9-CRTS (Lat: 33.875000, Lng: -118.100000), Route carried "under" structure: Ramp Interstate 605, Year Built: 1966, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 24,900 (year 2005), Truck Traffic: 2%, Features Intersected: INTERSTATE 605, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 53 1704, Location: 07-LA-091-R16.9-CRTS (Lat: 33.875000, Lng: -118.100000), Route carried "under" structure: Ramp Interstate 605, Year Built: 1966, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 32,000 (year 2005), Truck Traffic: 3%, Features Intersected: INTERSTATE 605, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 53 1704, Location: 07-LA-091-R16.9-CRTS (Lat: 33.875000, Lng: -118.100000), Route carried "under" structure: Ramp Interstate 605, Year Built: 1966, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 21,580 (year 2005), Truck Traffic: 6%, Features Intersected: INTERSTATE 605, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 53 1704, Location: 07-LA-091-R16.9-CRTS (Lat: 33.875000, Lng: -118.100000), Route carried "under" structure: Ramp Interstate 605, Year Built: 1966, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 3%, Features Intersected: INTERSTATE 605, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 53 1705F, Location: 07-LA-091-R16.93-CRTS (Lat: 33.878333, Lng: -118.101667), Route carried "under" structure: Interstate 605, Year Built: 1966, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 2%, Features Intersected: INTERSTATE 605 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.517, Lanes on structure: 1, Lanes under structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 53 1706, Location: 07-LA-091-R17.08-CRTS (Lat: 33.875000, Lng: -118.098333), Route carried "under" structure: City street L069, Year Built: 1968, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 25,500 (year 2005), Truck Traffic: 2%, Features Intersected: STUDEBAKER ROAD, Facility Carried by Structure: STATE ROUTE 91 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 53 1707F, Location: 07-LA-091-R17.09-CRTS (Lat: 33.875000, Lng: -118.098333), Route carried "under" structure: City street L069, Year Built: 1968, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 25,500 (year 2005), Truck Traffic: 2%, Features Intersected: STUDEBAKER ROAD, Facility Carried by Structure: W91-N&S605 CONNCTR Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 53 171, Location: 07-LA-605-R3.4-CRTS (Lat: 33.853333, Lng: -118.095000), Route carried "under" structure: Interstate 605, Year Built: 1964, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 205,800 (year 2005), Truck Traffic: 6%, Features Intersected: INTERSTATE 605, Facility Carried by Structure: 195TH STREET Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 53 1711, Location: 07-LA-605-R4.26-CRTS (Lat: 33.866667, Lng: -118.096667), Route carried "under" structure: City street L707, Year Built: 1966, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 2%, Features Intersected: 183RD STREET, Facility Carried by Structure: INTERSTATE 605 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 53 1725, Location: 07-LA-605-R2.87-CRTS (Lat: 33.846667, Lng: -118.090000), Route carried "under" structure: Interstate 605, Year Built: 1966, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 205,800 (year 2005), Truck Traffic: 6%, Features Intersected: ROUTE 605, Facility Carried by Structure: DEL AMO BLVD Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.287, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 53 1732, Location: 07-LA-605-R3.75-CRTS (Lat: 33.858333, Lng: -118.095000), Route carried "under" structure: Interstate 605, Year Built: 1966, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 205,800 (year 2005), Truck Traffic: 6%, Features Intersected: ROUTE 605, Facility Carried by Structure: SOUTH STREET Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.375, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 53 1733, Location: 07-LA-605-R4.39-CRTS (Lat: 33.868333, Lng: -118.096667), Route carried "under" structure: City street L069, Year Built: 1966, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 14,500 (year 2005), Truck Traffic: 2%, Features Intersected: STUDEBAKER ROAD, Facility Carried by Structure: INTERSTATE 605 Minimum Vertical Clearance: 5.41m (17.75ft), 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: 22.6m (74.1ft) Find on map >>
Structure Number: 53 1735, Location: 07-LA-605-R4.77-CRTS (Lat: 33.871667, Lng: -118.100000), Route carried "under" structure: City street L090, Year Built: 1966, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 14,500 (year 1998), Truck Traffic: 2%, Features Intersected: ARTESIA BLVD, Facility Carried by Structure: INTERSTATE 605 Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, 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 1735G, Location: 07-LA-605-R4.78-CRTS (Lat: 33.871667, Lng: -118.100000), Route carried "under" structure: City street L090, Year Built: 1966, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 16,100 (year 2005), Truck Traffic: 2%, Features Intersected: ARTESIA BLVD, Facility Carried by Structure: N605-E&W91 CONNECT Minimum Vertical Clearance: 6.96m (22.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 53 2708G, Location: 07-LA-091-R16.96-CRTS (Lat: 33.871667, Lng: -118.100000), Route carried "under" structure: City street L090, Year Built: 1966, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 16,100 (year 2005), Truck Traffic: 2%, Features Intersected: ARTESIA BLVD, Facility Carried by Structure: E91-S605 CONNECTOR Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 53 2721, Location: 07-LA-091-R19.81-CRTS (Lat: 33.871667, Lng: -118.055000), Route carried "under" structure: State highway 91, Year Built: 1992, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 286,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 91, Facility Carried by Structure: SHOEMAKER AVE Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 1.981, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.6m (179.1ft) Discuss this city on our hugely popular California forum Back to: Cerritos, CA, California, All US cities.
|
 |
