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Bridge Statistics for Torrance, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 34
Total length: 147 meters (482ft)
Total costs: $16,695,000
Total average daily traffic: 2,643,897
Total average daily truck traffic: 119,815
National Bridge Inventory (NBI) Registered Bridges for Torrance
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New bridges - Historical Statistics

  • 1910-1919: 1
  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 3
  • 1960-1969: 21
  • 1970-1979: 6
  • 1980-1989: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Culverts

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Structure Number: 53 1174,  Location: 07-LA-405-14.92-TOR (Lat: 33.861944,  Lng: -118.317778),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 269,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: VAN NESS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.920,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1175,  Location: 07-LA-405-15.45-TOR (Lat: 33.863333,  Lng: -118.325000),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 269,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: CRENSHAW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.450,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  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: 32.9m (107.9ft),  Curb-To-Curb Width: 38.6m (126.6ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $2,488,000,  Roadway Improvement Cost: $497,000,  Total Project Cost: $4,179,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1176,  Location: 07-LA-405-15.73-TOR (Lat: 33.865000,  Lng: -118.328333),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 269,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: 182 ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.730,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1177,  Location: 07-LA-405-15.98-TOR (Lat: 33.868333,  Lng: -118.333333),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 269,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: YUKON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.980,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.4m (155.5ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $1,028,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $1,727,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1227,  Location: 07-LA-405-16.56-TOR (Lat: 33.872819,  Lng: -118.342167),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 269,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.560,  Lanes on structure: 12,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1228,  Location: 07-LA-405-16.78-TOR (Lat: 33.875000,  Lng: -118.343333),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 264,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: PRAIRIE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.780,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1229,  Location: 07-LA-405-16.88-TOR (Lat: 33.876667,  Lng: -118.345000),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 264,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 304,690 (year 2029),  Design Load: HS 20,  Features Intersected: REDONDO BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.880,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2039K,  Location: 07-LA-010-20.2-TOR (Lat: 34.056667,  Lng: -118.185000),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 6,200 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,100 (year 2028),  Design Load: HS 20,  Features Intersected: HERBERT AV OC(ON-RP SPR),  Facility Carried by Structure: HERBERT AV ONRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.200,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0714,  Location: 1/4 MI S OF ARTESIA BLVD (Lat: 33.871122,  Lng: -118.309039),  Route carried "on" structure: City street L005,  Year Built: 1960,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 32,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,436 (year 2033),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: WESTERN 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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Channel: Excellent,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: August 11
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Structure Number: 53C0715,  Location: 1/4 MI S/O REDONDO BEACH (Lat: 33.879614,  Lng: -118.326361),  Route carried "on" structure: City street L036,  Year Built: 1960,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 31,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,204 (year 2033),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: CRENSHAW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11
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Structure Number: 53C0852,  Location: 0.5 MI S OF 190TH ST (Lat: 33.852103,  Lng: -118.344539),  Route carried "on" structure: City street L665,  Year Built: 1975,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 50,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,619 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF,  Facility Carried by Structure: PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $6,242,000,  Roadway Improvement Cost: $624,000,  Total Project Cost: $9,364,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1469,  Location: 0.25 MI N/O ARTESIA BLVD. (Lat: 33.876797,  Lng: -118.313442),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,600 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,648 (year 2033),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: GRAMERCY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11
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Structure Number: 53C1561,  Location: 200 FT W/O CRENSHAW BLVD (Lat: 33.879744,  Lng: -118.326928),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,100 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,032 (year 2033),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: CHERRY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11
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Structure Number: 53C1562,  Location: 0.3 MI N ARTESIA BLVD (Lat: 33.877850,  Lng: -118.317725),  Route carried "on" structure: City street L134,  Year Built: 1960,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 14,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,253 (year 2033),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: VAN NESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 21.1m (69.2ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1651,  Location: 0.1 MI E VAN NESS BLVD (Lat: 33.846736,  Lng: -118.316361),  Route carried "on" structure: City street L073,  Year Built: 1962,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,091 (year 2033),  Design Load: HS 20,  Features Intersected: STORM DRAIN B.I. NO. 587,  Facility Carried by Structure: DEL AMO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: August 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1652,  Location: 100' W/O WESTERN AVE (Lat: 33.837867,  Lng: -118.309819),  Route carried "on" structure: City street L071,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 30,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,971 (year 2033),  Features Intersected: STORM DRAIN B.I. NO. 587,  Facility Carried by Structure: TORRANCE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 5.7m (18.7ft),  Right: 0.0m,  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $665,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1653,  Location: 0.5 MI W WESTERN AVE (Lat: 33.849581,  Lng: -118.317636),  Route carried "on" structure: City street L134,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,183 (year 2033),  Features Intersected: STORM DRAIN B.I. NO. 587,  Facility Carried by Structure: VAN NESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 11
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Structure Number: 53C1654,  Location: 0.5 MI N TORRANCE BLVD (Lat: 33.843694,  Lng: -118.314278),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,300 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,005 (year 2033),  Design Load: HS 20,  Features Intersected: STORM DRAIN B.I. NO. 587,  Facility Carried by Structure: HARPERS WAY
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: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1655,  Location: 1/4 MI S/O 190TH ST (Lat: 33.854625,  Lng: -118.343578),  Route carried "on" structure: City street L665,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 50,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,619 (year 2033),  Features Intersected: MOBIL OIL CO PIPELINES,  Facility Carried by Structure: PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 3.7m (12.1ft)

Condition: Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11
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Structure Number: 53C1656,  Location: 0.2 MI S/O 190TH ST (Lat: 33.854519,  Lng: -118.343578),  Route carried "on" structure: City street L665,  Year Built: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 50,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,619 (year 2033),  Features Intersected: MOBIL OIL CO ACCESS RD,  Facility Carried by Structure: PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $760,000 ( Estimate for 2012)
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Structure Number: 53C2039,  Location: 0.1 MILES W/O WESTERN AVE (Lat: 33.872742,  Lng: -118.311483),  Route carried "on" structure: City street L090,  Year Built: 1958,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 36,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,366 (year 2033),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: ARTESIA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 53 004,  Location: 07-LA-001-16.81-TOR (Lat: 33.810042,  Lng: -118.363669),  Route carried "under" structure: State highway 1,  Year Built: 1959,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 38,100 (year 2011),  Truck Traffic: 4%,  Features Intersected: HARRLEE LANE POC
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.681,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 53 0183,  Location: 07-LA-107-3.73-TOR (Lat: 33.858833,  Lng: -118.353167),  Route carried "under" structure: State highway 107,  Year Built: 1926,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 67,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR 107 (HAWTHORNE),  Facility Carried by Structure: BNSF RY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.373,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 53 1174,  Location: 07-LA-405-14.92-TOR (Lat: 33.861944,  Lng: -118.317778),  Route carried "under" structure: City street L134,  Year Built: 1962,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 11,700 (year 2004),  Truck Traffic: 1%,  Features Intersected: VAN NESS AVENUE,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 53 1175,  Location: 07-LA-405-15.45-TOR (Lat: 33.863333,  Lng: -118.325000),  Route carried "under" structure: City street L036,  Year Built: 1962,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 25,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: CRENSHAW BLVD,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 53 1176,  Location: 07-LA-405-15.73-TOR (Lat: 33.865000,  Lng: -118.328333),  Route carried "under" structure: City street L076,  Year Built: 1962,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 18,500 (year 2004),  Truck Traffic: 1%,  Features Intersected: 182 ND STREET,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 53 1177,  Location: 07-LA-405-15.98-TOR (Lat: 33.868333,  Lng: -118.333333),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: YUKON AVENUE,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 53 1227,  Location: 07-LA-405-16.56-TOR (Lat: 33.872819,  Lng: -118.342167),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 40,000 (year 2004),  Truck Traffic: 2%,  Features Intersected: ARTESIA BLVD,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 53 1228,  Location: 07-LA-405-16.78-TOR (Lat: 33.875000,  Lng: -118.343333),  Route carried "under" structure: City street L665,  Year Built: 1962,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 37,294 (year 2004),  Truck Traffic: 2%,  Features Intersected: PRAIRIE AVENUE,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 53 1229,  Location: 07-LA-405-16.88-TOR (Lat: 33.876667,  Lng: -118.345000),  Route carried "under" structure: City street L077,  Year Built: 1962,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 36,103 (year 2004),  Truck Traffic: 2%,  Features Intersected: REDONDO BEACH BLVD,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 53C0566,  Location: 200' E HAWTHORNE BLVD (Lat: 33.858264,  Lng: -118.352419),  Route carried "under" structure: City street L074,  Year Built: 1979,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 38,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: 190 TH STREET UP,  Facility Carried by Structure: A.T.S.F. R R
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 53C1563,  Location: 0.3 MI N 190TH ST (Lat: 33.861700,  Lng: -118.343950),  Route carried "under" structure: City street L665,  Year Built: 1976,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 38,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: PRAIRIE AVENUE,  Facility Carried by Structure: 186TH STREET POC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53C1564,  Location: 0.1 MI W WESTERN AVE (Lat: 33.837511,  Lng: -118.311608),  Route carried "under" structure: City street L071,  Year Built: 1913,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 30,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: TORRANCE BLVD & SPTCO,  Facility Carried by Structure: SPTCO RR
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 53C1701,  Location: 1/4 MI N/O TORRANCE BLVD (Lat: 33.840372,  Lng: -118.328575),  Route carried "under" structure: City street L036,  Year Built: 1980,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 48,000 (year 2005),  Truck Traffic: 4%,  Features Intersected: CRENSHAW BLVD UP,  Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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