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Bridge Statistics for Paramount, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Paramount, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 29
Total length: 472 meters (1,549ft) Total costs: $10,395,000 Total average daily traffic: 2,480,903 Total average daily truck traffic: 142,710 National Bridge Inventory (NBI) Registered Bridges for Paramount
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 53 0823, Location: 07-LA-710-14.45-PRM (Lat: 33.895000, Lng: -118.186667), Route carried "on" structure: City street L087, Year Built: 1986, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 16,534 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 24,945 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 710, Facility Carried by Structure: COMPTON BLVD 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: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903333, Lng: -118.183333), Route carried "on" structure: County highway L079, Year Built: 1990, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 31,973 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 48,237 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 37.9m (124.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.0 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: 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: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.910000, Lng: -118.180000), Route carried "on" structure: Interstate 105, Year Built: 1990, Status: Open, Structure Length: 37.73m (123.79ft), Average Daily Traffic: 230,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 256,744 (year 2028), Design Load: HS 20+Mod, Features Intersected: W105-S710 CONN Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.470, Lanes on structure: 10, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.9m (167.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 50.7m (166.3ft), Out-to-Out Width: 67.1m (220.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2421K, Location: 07-LA-105-R13.83-PRM (Lat: 33.911667, Lng: -118.178333), Route carried "on" structure: Ramp State highway 105, Year Built: 1993, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 3,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 4,163 (year 2028), Design Load: HS 20+Mod, Features Intersected: W105 N&S 710 CONNECTOR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.830, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft) 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2423, Location: 07-LA-105-R14.13-PRM (Lat: 33.893333, Lng: -118.166667), Route carried "on" structure: City street L0064, Year Built: 1989, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 21,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 28,755 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, Facility Carried by Structure: GARFIELD AVE OC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), 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: 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2424, Location: 07-LA-105-R14.34-PRM (Lat: 33.911667, Lng: -118.165000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 1,050 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,144 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, Facility Carried by Structure: FACADE AVE OC Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 14.430, Lanes on structure: 2, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911667, Lng: -118.155000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 1,400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,054 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, Facility Carried by Structure: MERKEL AVENUE 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: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.0m (200.1ft), 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: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.911667, Lng: -118.150000), Route carried "on" structure: City street Q0821, Year Built: 1989, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 19,513 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 105, Facility Carried by Structure: DOWNEY AVE OC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.9m (75.1ft) 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: 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: June 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2456F, Location: 07-LA-105-R13.65-PRM (Lat: 33.910000, Lng: -118.180000), Route carried "on" structure: Ramp State highway 105, Year Built: 1992, Status: Open, Structure Length: 42.34m (138.91ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 15,664 (year 2028), Design Load: HS 20+Mod, Features Intersected: LOS ANGELES RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.650, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Number Of Spans In Main Unit: 9, Length of Maximum Span: 49.5m (162.4ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C0190L, Location: 0.1 MI E LONG BEACH FWY (Lat: 33.903333, Lng: -118.181667), Route carried "on" structure: City street L079, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 13,300 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 16,652 (year 2030), Design Load: HS 20, Features Intersected: LOS ANGELES RIVER, Facility Carried by Structure: ROSECRANS AVE WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.47m (60.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Bridge Improvement Cost: $2,106,000, Roadway Improvement Cost: $421,000, Total Project Cost: $3,538,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0190R, Location: 0.1 MI E LONG BEACH FWY (Lat: 33.903333, Lng: -118.173333), Route carried "on" structure: City street L079, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 12,862 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 16,063 (year 2030), Design Load: HS 20, Features Intersected: LOS ANGELES RIVER, Facility Carried by Structure: ROSECRANS AVE EAST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.47m (60.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Bridge Improvement Cost: $2,106,000, Roadway Improvement Cost: $421,000, Total Project Cost: $3,538,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0646, Location: 0.1 MI E LONG BEACH FWY (Lat: 33.895000, Lng: -118.185000), Route carried "on" structure: City street L087, Year Built: 1976, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 19,834 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 24,442 (year 2030), Design Load: HS 20, Features Intersected: LOS ANGELES RIVER, Facility Carried by Structure: SOMERSET BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.35m (43.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $395,000, Total Project Cost: $3,319,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0823, Location: 07-LA-710-14.45-PRM (Lat: 33.895000, Lng: -118.186667), Route carried "under" structure: Interstate 710, Year Built: 1986, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 240,000 (year 2004), Truck Traffic: 14%, Features Intersected: ROUTE 710, Facility Carried by Structure: COMPTON BLVD Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.445, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903333, Lng: -118.183333), Route carried "under" structure: Ramp Interstate 710, Year Built: 1990, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 6,000 (year 2004), Truck Traffic: 2%, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.498, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 53 0824, Location: 07-LA-710-14.98-PRM (Lat: 33.903333, Lng: -118.183333), Route carried "under" structure: Interstate 710, Year Built: 1990, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 240,000 (year 2004), Truck Traffic: 14%, Features Intersected: ROUTE 710, Facility Carried by Structure: ROSECRANS AVE Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 1.498, Lanes on structure: 6, Lanes under structure: 13, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.910000, Lng: -118.180000), Route carried "under" structure: Ramp Interstate 710, Year Built: 1990, Structure Length: 37.73m (123.79ft), Average Daily Traffic: 21,700 (year 2006), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: I 105 & LRT Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.569, Lanes on structure: 10, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.910000, Lng: -118.180000), Route carried "under" structure: Interstate 710, Year Built: 1990, Structure Length: 37.73m (123.79ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: I 105 & LRT Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 1.569, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 53 2419, Location: 07-LA-105-R13.47-PRM (Lat: 33.910000, Lng: -118.180000), Route carried "under" structure: Ramp Interstate 710, Year Built: 1990, Structure Length: 37.73m (123.79ft), Average Daily Traffic: 21,700 (year 2006), Truck Traffic: 13%, Features Intersected: W105-S710 CONN, Facility Carried by Structure: I 105 & LRT Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.569, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 53 2421K, Location: 07-LA-105-R13.83-PRM (Lat: 33.911667, Lng: -118.178333), Route carried "under" structure: Ramp State highway 710, Year Built: 1993, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 31,000 (year 2006), Truck Traffic: 2%, Features Intersected: W105 N&S 710 CONNECTOR, Facility Carried by Structure: GARFIELD AVE-W105 Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 1.383, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Length of Maximum Span: 56.4m (185.0ft) Find on map >>
Structure Number: 53 2423, Location: 07-LA-105-R14.13-PRM (Lat: 33.893333, Lng: -118.166667), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 202,000 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 105, Facility Carried by Structure: GARFIELD AVE OC Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 1.413, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Length of Maximum Span: 49.7m (163.1ft) Find on map >>
Structure Number: 53 2424, Location: 07-LA-105-R14.34-PRM (Lat: 33.911667, Lng: -118.165000), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 105, Facility Carried by Structure: FACADE AVE OC Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 1.434, Lanes on structure: 2, Lanes under structure: 16, Material/Design: Concrete continuous, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 53 2426, Location: 07-LA-105-R14.43-PRM (Lat: 33.910000, Lng: -118.163333), Route carried "under" structure: Interstate 105, Year Built: 1988, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 105, Facility Carried by Structure: ARTHUR AVE POC Minimum Vertical Clearance: 0.58m (1.90ft), Kilometerpoint: 1.443, Lanes under structure: 12, Material/Design: Concrete continuous, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 53 2427, Location: 07-LA-105-R14.38-PRM (Lat: 33.910000, Lng: -118.165000), Route carried "under" structure: State highway 105, Year Built: 1988, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 3%, Features Intersected: ROUTE 105, Facility Carried by Structure: CENTURY BLVD UP Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 1.438, Lanes under structure: 12, Material/Design: Concrete continuous, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911667, Lng: -118.155000), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 750 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, Facility Carried by Structure: MERKEL AVENUE Minimum Vertical Clearance: 0.60m (1.97ft), Kilometerpoint: 1.495, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911667, Lng: -118.155000), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, Facility Carried by Structure: MERKEL AVENUE Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 1.495, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 53 2428, Location: 07-LA-105-R14.95-PRM (Lat: 33.911667, Lng: -118.155000), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 105, Facility Carried by Structure: MERKEL AVENUE Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 1.495, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.911667, Lng: -118.150000), Route carried "under" structure: Interstate 105, Year Built: 1989, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 220,000 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 105, Facility Carried by Structure: DOWNEY AVE OC Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.509, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.911667, Lng: -118.150000), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 6,500 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, Facility Carried by Structure: DOWNEY AVE OC Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 53 2429, Location: 07-LA-105-R15.09-PRM (Lat: 33.911667, Lng: -118.150000), Route carried "under" structure: Ramp Interstate 105, Year Built: 1989, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 1%, Features Intersected: ROUTE 105, Facility Carried by Structure: DOWNEY AVE OC Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
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