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Bridge Statistics for Compton, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Compton, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 61 Total length: 613 meters (2,011ft) Total costs: $20,950,000 Total average daily traffic: 2,979,535 Total average daily truck traffic: 419,357 National Bridge Inventory (NBI) Registered Bridges for Compton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 53 0821, Location: 07-LA-710-13.62-COM (Lat: 33.881667, Lng: -118.190000), Route carried "on" structure: Interstate 710, Year Built: 1954, Year Reconstructed: 1971, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 220,000 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 311,997 (year 2028), Design Load: HS 20, Features Intersected: ATLANTIC AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.620, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 53.9m (176.8ft), Out-to-Out Width: 56.1m (184.1ft) Condition: Deck: Satisfactory, Superstructure: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0822, Location: 07-LA-710-13.95-COM (Lat: 33.886667, Lng: -118.188333), Route carried "on" structure: County highway L086, Year Built: 1958, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 26,600 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 40,131 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 710, Facility Carried by Structure: ALONDRA BLVD 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: 26.2m (86.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 1865, Location: 07-LA-091-R9.15-COM (Lat: 33.876667, Lng: -118.215000), Route carried "on" structure: City street L046, Year Built: 1974, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 19,400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 22,002 (year 2029), Design Load: HS 20, Features Intersected: SR 91, Facility Carried by Structure: WILMINGTON 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: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2234, Location: 07-LA-091-R9.97-COM (Lat: 33.873333, Lng: -118.220000), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 210,000 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 238,538 (year 2029), Design Load: HS 20, Features Intersected: COLLEGE OH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.970, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 47.5m (155.8ft), Out-to-Out Width: 48.8m (160.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2235, Location: 07-LA-091-R10.19-COM (Lat: 33.873333, Lng: -118.215000), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 38.71m (127.00ft), Average Daily Traffic: 212,970 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 242,541 (year 2029), Design Load: HS 20, Features Intersected: ALAMEDA, SANTA FE, UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.190, Lanes on structure: 11, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 39 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Critical, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.71m (127.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $13,967,000, Roadway Improvement Cost: $1,397,000, Total Project Cost: $20,950,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2236S, Location: 07-LA-091-R10.26-COM (Lat: 33.873333, Lng: -118.215000), Route carried "on" structure: Ramp State highway 91, Year Built: 1974, Status: Open, Structure Length: 23.87m (78.31ft), Average Daily Traffic: 8,400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 9,534 (year 2029), Design Load: HS 20+Mod, Features Intersected: ALAMEDA ST, COMPTON CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.260, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2237S, Location: 07-LA-091-R10.28-COM (Lat: 33.873333, Lng: -118.215000), Route carried "on" structure: Ramp State highway 91, Year Built: 1974, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 6,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 6,810 (year 2029), Design Load: HS 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: OFF RAMP Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.280, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2238K, Location: 07-LA-091-R10.39-COM (Lat: 33.873333, Lng: -118.213333), Route carried "on" structure: Bypass State highway 91, Year Built: 1974, Status: Open, Structure Length: 18.68m (61.29ft), Average Daily Traffic: 6,080 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 7,544 (year 2029), Design Load: HS 20, Features Intersected: ARTESIA BL, SANTA FE AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.390, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 61.6m (202.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) 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: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2252, Location: 07-LA-091-R10.81-COM (Lat: 33.873333, Lng: -118.206667), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 214,800 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 238,538 (year 2029), Design Load: HS 20, Features Intersected: SUSANA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.810, Lanes on structure: 13, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 58.5m (191.9ft), Out-to-Out Width: 59.7m (195.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2371, Location: 07-LA-091-R9.8-COM (Lat: 33.873333, Lng: -118.223333), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 210,000 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 238,538 (year 2029), Design Load: HS 20, Features Intersected: ACACIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.800, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 47.5m (155.8ft), Out-to-Out Width: 48.8m (160.1ft) Condition: Deck: Imminent failure, Superstructure: Good, Substructure: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2483, Location: 07-LA-105-R8.98-COM (Lat: 33.926667, Lng: -118.251667), Route carried "on" structure: Interstate 105, Year Built: 1988, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 230,000 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 256,744 (year 2028), Design Load: HS 20+Mod, Features Intersected: COMPTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.980, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Skew: 32 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: 42.1m (138.1ft), Out-to-Out Width: 53.6m (175.9ft) 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: 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: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2484, Location: 07-LA-105-R9.21-COM (Lat: 33.926667, Lng: -118.248333), Route carried "on" structure: Interstate 105, Year Built: 1987, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 230,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 256,744 (year 2028), Design Load: HS 20+Mod, Features Intersected: SUCCESS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.210, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), 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: 32.9m (107.9ft), Curb-To-Curb Width: 60.5m (198.5ft), Out-to-Out Width: 61.5m (201.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2485, Location: 07-LA-105-R9.38-COM (Lat: 33.926667, Lng: -118.245000), Route carried "on" structure: Interstate 105, Year Built: 1988, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 230,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 256,744 (year 2028), Design Load: HS 20+Mod, Features Intersected: COMPTON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.380, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), 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: 39.3m (128.9ft), Curb-To-Curb Width: 61.5m (201.8ft), Out-to-Out Width: 62.5m (205.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2487L, Location: 07-LA-105-R9.78-COM (Lat: 33.926667, Lng: -118.236667), Route carried "on" structure: Interstate 105, Year Built: 1989, Status: Open, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 115,000 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 128,373 (year 2028), Design Load: HS 20+Mod, Features Intersected: WILLOWBROOK AVE,LRT,UPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.780, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 29.2m (95.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2487R, Location: 07-LA-105-R9.78-COM (Lat: 33.926667, Lng: -118.236667), Route carried "on" structure: State highway 105, Year Built: 1989, Status: Open, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 15,250 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 12,837 (year 2028), Design Load: HS 20+Mod, Features Intersected: WILMINGTON AVE,LRT,UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.780, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 29.2m (95.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C0031, Location: 0.1 MI E LONG BEACH FWY (Lat: 33.888333, Lng: -118.183333), Route carried "on" structure: City street L086, Year Built: 1958, Year Reconstructed: 1971, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 26,185 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 32,056 (year 2028), Design Load: HS 20, Features Intersected: LOS ANGELES RIVER, Facility Carried by Structure: ALONDRA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, 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: 22.7m (74.5ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0185, Location: 1/2 MI S ALONDRA BLVD (Lat: 33.883333, Lng: -118.188333), Route carried "on" structure: City street L062, Year Built: 1937, Status: Open, Structure Length: 26.46m (86.81ft), Average Daily Traffic: 20,500 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 25,674 (year 2029), Design Load: HS 20, Features Intersected: LOS ANGELES RIVER, Facility Carried by Structure: ATLANTIC AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C046, Location: 0.5 MI E WILMINGTON AVE (Lat: 33.888333, Lng: -118.228333), Route carried "on" structure: City street L086, Year Built: 1938, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 27,700 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 26,805 (year 2029), Design Load: HS 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: ALONDRA 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0558, Location: 3/4 MI W WILMINGTON AVE (Lat: 33.915000, Lng: -118.250000), Route carried "on" structure: City street L080, Year Built: 1948, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 22,100 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 27,318 (year 2029), Design Load: HS 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: EL SEGUNDO BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 26.5m (86.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0599, Location: 0.1 MI S ARTESIA BLVD (Lat: 33.871667, Lng: -118.215000), Route carried "on" structure: City street L047, Year Built: 1937, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 15,133 (year 2029), Design Load: HS 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: ALAMEDA ST 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: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0907, Location: 1/2 MI S ROSECRANS AVE (Lat: 33.895000, Lng: -118.236667), Route carried "on" structure: City street L046, Year Built: 1938, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 27,300 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 33,685 (year 2029), Design Load: H 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: WILMINGTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0908, Location: 1/4 MI W WILMINGTON AVE (Lat: 33.903333, Lng: -118.240000), Route carried "on" structure: City street L079, Year Built: 1938, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 34,100 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 42,107 (year 2029), Design Load: H 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0925, Location: 0.2 MI E OF WILMINGTON AV (Lat: 33.895000, Lng: -118.235000), Route carried "on" structure: City street L087, Year Built: 1938, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 25,600 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 31,631 (year 2029), Design Load: H 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: COMPTON BLVD Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1481, Location: 0.1 MI W/O WILLOWBROOKS (Lat: 33.880000, Lng: -118.223333), Route carried "on" structure: City street Q815, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,200 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 10,167 (year 2029), Design Load: HS 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: GREENLEAF BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1577, Location: 0.3 MI S ALONDRA BLVD (Lat: 33.886667, Lng: -118.226667), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 11,000 (year 1998), Average Future Daily Traffic: 13,756 (year 2029), Design Load: HS 20, Features Intersected: COMPTON CREEK, Facility Carried by Structure: OLEANDER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1578, Location: 0.3 MI N ARTESIA FWY (Lat: 33.876667, Lng: -118.213333), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,200 (year 1998), Average Future Daily Traffic: 2,095 (year 2029), Design Load: HS 20, Features Intersected: EAST COMPTON CREEK, Facility Carried by Structure: CMPTN COLGE ACS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.4m (30.8ft) 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53C1579, Location: 200' E SANTA FE AVE (Lat: 33.881667, Lng: -118.213333), Route carried "on" structure: City street Q815, Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 8,200 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 10,167 (year 2029), Design Load: HS 20, Features Intersected: EAST COMPTON CREEK, Facility Carried by Structure: GREENLEAF BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.6m (51.2ft) 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53C1717, Location: 0.3 MI N ARTESIA FWY (Lat: 33.886667, Lng: -118.216667), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Features Intersected: COMPTON CREEK, Facility Carried by Structure: AUTO DRIVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53C1718, Location: 1/4 MI N ARTESIA FRWY (Lat: 33.885000, Lng: -118.215000), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Features Intersected: COMPTON CREEK, Facility Carried by Structure: AUTO DRIVE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53C1719, Location: 1/8 MI S/O ALONDRA BLVD (Lat: 33.878333, Lng: -118.221667), Route carried "on" structure: City street L049, Year Built: 1953, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 26,700 (year 2001), Truck Traffic: 7%, Average Future Daily Traffic: 32,966 (year 2029), Features Intersected: EAST COMPTON CREEK, Facility Carried by Structure: SANTA FE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 30.4m (99.7ft) 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: June 2007 Find on map >>
Structure Number: 53C1743, Location: 0.3 MI W ALAMEDA ST (Lat: 33.873333, Lng: -118.221667), Route carried "on" structure: City street L090, Year Built: 1974, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 24,000 (year 2001), Truck Traffic: 7%, Average Future Daily Traffic: 29,577 (year 2029), Design Load: HS 20, Features Intersected: SPTCO, 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: 18.0m (59.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1744, Location: 0.3 W SANTA FE AVE (Lat: 33.873333, Lng: -118.216667), Route carried "on" structure: City street L090, Year Built: 1956, Status: Open, Structure Length: 21.98m (72.11ft), Average Daily Traffic: 24,000 (year 2001), Truck Traffic: 7%, Average Future Daily Traffic: 29,577 (year 2029), Design Load: H 20, Features Intersected: SP/UP,COMPTON CR,ALAMEDA, Facility Carried by Structure: ARTESIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1745, Location: 0.1 MI N 91 FWY (Lat: 33.873333, Lng: -118.215000), Route carried "on" structure: City street L049, Year Built: 1952, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 26,700 (year 2001), Truck Traffic: 7%, Average Future Daily Traffic: 32,966 (year 2029), Design Load: H 20, Features Intersected: EAST COMPTON CREEK, Facility Carried by Structure: SANTA FE AV-ART BL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 90.0m (295.3ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 53C1964, Location: 0.1 MI W/O SANTA FE AVE (Lat: 33.903333, Lng: -118.220000), Route carried "on" structure: City street L079, Year Built: 1992, Status: Open, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 35,700 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 44,057 (year 2029), Design Load: HS 20+Mod, Features Intersected: ALAMEDA STREET, Facility Carried by Structure: ROSECRANS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C2139, Location: 50' E/O Alemeda Street (Lat: 33.919722, Lng: -118.223611), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 2,290 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 2,825 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: 124TH STREET Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 4.2m (13.8ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C214, Location: 25' E/O ALAMEDA STREET (Lat: 33.916111, Lng: -118.223056), Route carried "on" structure: City street 7Q815, Year Built: 2000, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 10,940 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 13,484 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: EL SEGUNDO BLVD Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 7.3m (24.0ft), Right: 7.1m (23.3ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 39.1m (128.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2141, Location: 25' E/O ALAMEDA STREET (Lat: 33.910556, Lng: -118.222222), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 4,540 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 5,597 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: 134TH STREET Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 7.0m (23.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2142, Location: 25' E/O ALAMEDA STREET (Lat: 33.900556, Lng: -118.220833), Route carried "on" structure: City street 7MS07, Year Built: 1999, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 4,450 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 5,484 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: ELM STREET Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 5.9m (19.4ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2143, Location: 20' E/O ALAMEDA STREET (Lat: 33.898056, Lng: -118.220278), Route carried "on" structure: City street 7Q773, Year Built: 1999, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 3,160 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 3,892 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: PALMER STREET Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 20.6m (67.6ft), Right: 19.5m (64.0ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 63.6m (208.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2144, Location: 25' E/O ALAMEDA STREET (Lat: 33.895833, Lng: -118.220000), Route carried "on" structure: City street L087, Year Built: 1999, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 19,910 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 24,534 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: COMPTON BOULEVARD Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 27.9m (91.5ft), Right: 27.3m (89.6ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 83.2m (273.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2145, Location: 40' E/O ALAMEDA STREET (Lat: 33.892222, Lng: -118.219444), Route carried "on" structure: City street L253, Year Built: 1999, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 3,160 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 3,892 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: MYRRH STREET Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.1m (46.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 20.0m (65.6ft), Right: 21.0m (68.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 63.6m (208.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2146, Location: 25' E/O ALAMEDA STREET (Lat: 33.888333, Lng: -118.218889), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 16,940 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 20,878 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: ALONDRA BOULEVARD Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C2147, Location: 25' E/O ALAMEDA STREET (Lat: 33.881111, Lng: -118.217778), Route carried "on" structure: City street Q815, Year Built: 2000, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 13,440 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 16,565 (year 2029), Design Load: HS 25, Features Intersected: ACTA, Facility Carried by Structure: GREENLEAF BLVD Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 6.3m (20.7ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 31.7m (104.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0821, Location: 07-LA-710-13.62-COM (Lat: 33.881667, Lng: -118.190000), Route carried "under" structure: City street L062, Year Built: 1954, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,000 (year 2004), Truck Traffic: 2%, Features Intersected: ATLANTIC AVE, Facility Carried by Structure: INTERSTATE 710 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 53 0822, Location: 07-LA-710-13.95-COM (Lat: 33.886667, Lng: -118.188333), Route carried "under" structure: Interstate 710, Year Built: 1958, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 240,000 (year 2004), Truck Traffic: 14%, Features Intersected: ROUTE 710, Facility Carried by Structure: ALONDRA BLVD Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 1.395, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 53 1865, Location: 07-LA-091-R9.15-COM (Lat: 33.876667, Lng: -118.215000), Route carried "under" structure: State highway 91, Year Built: 1974, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 202,545 (year 2005), Truck Traffic: 18%, Features Intersected: SR 91, Facility Carried by Structure: WILMINGTON AVE Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.915, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 53 2235, Location: 07-LA-091-R10.19-COM (Lat: 33.873333, Lng: -118.215000), Route carried "under" structure: City street L047, Year Built: 1974, Structure Length: 38.71m (127.00ft), Average Daily Traffic: 16,000 (year 2005), Truck Traffic: 2%, Features Intersected: ALAMEDA, SANTA FE, UP RR, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 7.71m (25.30ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 53 2235, Location: 07-LA-091-R10.19-COM (Lat: 33.873333, Lng: -118.215000), Route carried "under" structure: City street L049, Year Built: 1974, Structure Length: 38.71m (127.00ft), Average Daily Traffic: 16,000 (year 2005), Truck Traffic: 2%, Features Intersected: ALAMEDA, SANTA FE, UP RR, Facility Carried by Structure: SR 91 Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 53 2236S, Location: 07-LA-091-R10.26-COM (Lat: 33.873333, Lng: -118.215000), Route carried "under" structure: City street L047, Year Built: 1974, Structure Length: 23.87m (78.31ft), Average Daily Traffic: 16,000 (year 2005), Truck Traffic: 2%, Features Intersected: ALAMEDA ST, COMPTON CRK, Facility Carried by Structure: ALAMEDA ST-E91 ON Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.8m (133.9ft) Find on map >>
Structure Number: 53 2238K, Location: 07-LA-091-R10.39-COM (Lat: 33.873333, Lng: -118.213333), Route carried "under" structure: City street L090, Year Built: 1974, Structure Length: 18.68m (61.29ft), Average Daily Traffic: 7,200 (year 2005), Truck Traffic: 1%, Features Intersected: ARTESIA BL, SANTA FE AV, Facility Carried by Structure: W91-ARTESIA,SANTA Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.6m (202.1ft) Discuss this city on our hugely popular California forum Back to: Compton, CA, California, All US cities.
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