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

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Parts: 1, 2, 3, 4, 5, 6, 7


National Bridge Inventory (NBI) Statistics
Number of bridges: 340
Total length: 4,858 meters (15,938ft)
Total costs: $1,406,382,000
Total average daily traffic: 22,265,187
Total average daily truck traffic: 1,836,517
National Bridge Inventory (NBI) Registered Bridges for Long Beach
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New bridges - Historical Statistics

  • 1930-1939: 6
  • 1940-1949: 20
  • 1950-1959: 68
  • 1960-1969: 155
  • 1970-1979: 55
  • 1980-1989: 4
  • 1990-1999: 24
  • 2000-2009: 8

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 2
  • 1960-1969: 5
  • 1970-1979: 3
  • 1980-1989: 4
  • 1990-1999: 8
  • 2000-2009: 4

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 53 006,  Location: 07-LA-001-.04-LBCH (Lat: 33.752108,  Lng: -118.106217),  Route carried "on" structure: State highway 1,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 36,400 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 64,125 (year 2029),  Design Load: HS 15,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.040,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 11,  Underwater Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0064,  Location: 07-LA-001-.98-LBCH (Lat: 33.763328,  Lng: -118.115286),  Route carried "on" structure: State highway 1,  Year Built: 1959,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 38,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 64,125 (year 2029),  Design Load: HS 20,  Features Intersected: ALAMITOS BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.980,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 11.9m (39.0ft)),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 11,  Underwater Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0145,  Location: 07-LA-001-8.27-LBCH (Lat: 33.789853,  Lng: -118.224908),  Route carried "on" structure: State highway 1,  Year Built: 1948,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 31,900 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 76,148 (year 2029),  Design Load: HS 20,  Features Intersected: RTE 103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.270,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Critical Feature Inspection Date: November 10,  Bridge Improvement Cost: $1,828,000,  Roadway Improvement Cost: $365,000,  Total Project Cost: $3,071,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0215L,  Location: 07-LA-022-1.09-LBCH (Lat: 33.774156,  Lng: -118.103422),  Route carried "on" structure: State highway 22,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,208 (year 2030),  Design Load: HS 20,  Features Intersected: LOS CERRITOS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.090,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 12,  Underwater Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0215R,  Location: 07-LA-022-1.09-LBCH (Lat: 33.774439,  Lng: -118.103522),  Route carried "on" structure: State highway 22,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,208 (year 2030),  Design Load: HS 20,  Features Intersected: LOS CERRITOS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.090,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 12,  Underwater Inspection Date: April 10,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,080,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0302L,  Location: 07-LA-022-1.42-LBCH (Lat: 33.774150,  Lng: -118.097489),  Route carried "on" structure: State highway 22,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,861 (year 2030),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.420,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 12,  Underwater Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0302R,  Location: 07-LA-022-1.42-LBCH (Lat: 33.774389,  Lng: -118.097272),  Route carried "on" structure: State highway 22,  Year Built: 1941,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,861 (year 2030),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.420,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 12,  Underwater Inspection Date: April 11,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $1,703,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0341,  Location: 07-LA-001-7.11-LBCH (Lat: 33.790181,  Lng: -118.205403),  Route carried "on" structure: State highway 1,  Year Built: 1957,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 38,250 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 76,148 (year 2029),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.110,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0347,  Location: 07-LA-001-8.34-LBCH (Lat: 33.789953,  Lng: -118.226106),  Route carried "on" structure: State highway 1,  Year Built: 1948,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 33,000 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,880 (year 2029),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.340,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Critical Feature Inspection Date: October 11,  Bridge Improvement Cost: $1,545,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $2,595,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0361,  Location: 07-LA-405-7.95-LBCH (Lat: 33.826478,  Lng: -118.211625),  Route carried "on" structure: Interstate 405,  Year Built: 1961,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 283,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 298,382 (year 2029),  Design Load: HS 20,  Features Intersected: CASPIAN AVE STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.950,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 27.0m (88.6ft),  Right: 27.0m (88.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 68.9m (226.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $756,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $1,270,000 ( Estimate for 2010)
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Structure Number: 53 0361F,  Location: 07-LA-405-7.95-LBCH (Lat: 33.826667,  Lng: -118.211667),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25,000 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,223 (year 2029),  Design Load: HS 20,  Features Intersected: CASPIAN AVE STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 11
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Structure Number: 53 0725,  Location: 07-LA-001-7.29-LBCH (Lat: 33.789936,  Lng: -118.207847),  Route carried "on" structure: State highway 1,  Year Built: 1952,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 33,000 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 76,148 (year 2029),  Design Load: HS 20,  Features Intersected: RTE 710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.290,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0726,  Location: 07-LA-710-7.89-LBCH (Lat: 33.804389,  Lng: -118.207428),  Route carried "on" structure: City street L030,  Year Built: 1947,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 34,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,329 (year 2034),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: WILLOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 12,  Bridge Improvement Cost: $1,414,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $2,375,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0727,  Location: 07-LA-710-9.07-LBCH (Lat: 33.821542,  Lng: -118.206931),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 24,000 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,208 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: WARDLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0815,  Location: 07-LA-710-10.31-LBCH (Lat: 33.839292,  Lng: -118.207375),  Route carried "on" structure: Business City street ,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 46,800 (year 2006),  Truck Traffic: 40%,  Average Future Daily Traffic: 52,000 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: LACTC ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Critical Feature Inspection Date: March 12,  Bridge Improvement Cost: $1,922,000,  Roadway Improvement Cost: $384,000,  Total Project Cost: $3,230,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0817,  Location: 07-LA-710-10.59-LBCH (Lat: 33.843572,  Lng: -118.206164),  Route carried "on" structure: Interstate 710,  Year Built: 1953,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 204,800 (year 2004),  Truck Traffic: 14%,  Average Future Daily Traffic: 226,141 (year 2028),  Design Load: HS 20,  Features Intersected: COMPTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.590,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0818,  Location: 07-LA-710-10.82-LBCH (Lat: 33.846636,  Lng: -118.205475),  Route carried "on" structure: Interstate 710,  Year Built: 1953,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 181,000 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 176,474 (year 2032),  Design Load: HS 20,  Features Intersected: DEL AMO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.820,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0819,  Location: 07-LA-710-12.01-LBCH (Lat: 33.862544,  Lng: -118.199339),  Route carried "on" structure: City street L061,  Year Built: 1974,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 25,000 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,717 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: LONG BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.3m (224.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 082,  Location: 07-LA-710-12.89-LBCH (Lat: 33.874347,  Lng: -118.193389),  Route carried "on" structure: City street 91,  Year Built: 1953,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 18,900 (year 2005),  Truck Traffic: 21%,  Average Future Daily Traffic: 24,668 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.600,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0997,  Location: 07-LA-019-3.98-LBCH (Lat: 33.846875,  Lng: -118.142486),  Route carried "on" structure: State highway 19,  Year Built: 1952,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 27,000 (year 2009),  Average Future Daily Traffic: 40,953 (year 2033),  Design Load: H 20,  Features Intersected: DEL AMO FLOOD CONTROL CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.980,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11
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Structure Number: 53 1047,  Location: 07-LA-001-7.08-LBCH (Lat: 33.790200,  Lng: -118.204153),  Route carried "on" structure: State highway 1,  Year Built: 1957,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 38,250 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 76,148 (year 2029),  Design Load: HS 20,  Features Intersected: DE FOREST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.080,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1165,  Location: 07-LA-405-8.19-LBCH (Lat: 33.826667,  Lng: -118.216667),  Route carried "on" structure: Interstate 405,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 237,800 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 297,335 (year 2029),  Design Load: HS 20,  Features Intersected: 223RD STREET OH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.190,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.8m (186.4ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 56.8m (186.4ft),  Out-to-Out Width: 59.2m (194.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 53 1169,  Location: 07-LA-405-8.45-LBCH (Lat: 33.826667,  Lng: -118.221667),  Route carried "on" structure: Interstate 405,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 237,800 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 297,335 (year 2029),  Design Load: HS 20,  Features Intersected: MC HELEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.450,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.8m (166.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 50.8m (166.7ft),  Out-to-Out Width: 52.9m (173.6ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $1,820,000,  Roadway Improvement Cost: $364,000,  Total Project Cost: $3,057,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1185,  Location: 07-LA-405-.03-LBCH (Lat: 33.786392,  Lng: -118.093389),  Route carried "on" structure: Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.030,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 11.89m (39.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 11,  Underwater Inspection Date: April 11,  Bridge Improvement Cost: $5,072,000,  Roadway Improvement Cost: $1,014,000,  Total Project Cost: $8,520,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1186,  Location: 07-LA-405-.27-LBCH (Lat: 33.790000,  Lng: -118.093333),  Route carried "on" structure: Interstate 405,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: ATHERTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.6m (162.7ft),  Skew: 34 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: 49.6m (162.7ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1187,  Location: 07-LA-405-.45-LBCH (Lat: 33.791667,  Lng: -118.096667),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: STUDEBAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.450,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1188,  Location: 07-LA-405-.78-LBCH (Lat: 33.793911,  Lng: -118.103406),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: LOS CERRITOS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.780,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1189,  Location: 07-LA-405-.96-LBCH (Lat: 33.796667,  Lng: -118.103333),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: STEARNS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.960,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 119,  Location: 07-LA-405-1.11-LBCH (Lat: 33.798333,  Lng: -118.106667),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: PALO VERDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.0m (144.4ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1191,  Location: 07-LA-405-1.64-LBCH (Lat: 33.801667,  Lng: -118.115000),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 253,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: WOODRUFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.640,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Poor,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,081,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $3,496,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1193S,  Location: 07-LA-405-2.16-LBCH (Lat: 33.801667,  Lng: -118.121667),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 50,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,189 (year 2029),  Design Load: HS 20,  Features Intersected: LOS COYOTES DIAGONAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.160,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $1,409,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $2,367,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1194,  Location: 07-LA-405-2.18-LBCH (Lat: 33.802828,  Lng: -118.125175),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 17.86m (58.60ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: BELLFLOWER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.180,  Lanes on structure: 12,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 52.6m (172.6ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1194S,  Location: 07-LA-405-2.25-LBCH (Lat: 33.802489,  Lng: -118.125383),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 8,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,783 (year 2029),  Design Load: HS 20,  Features Intersected: BELLFLOWER UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.250,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.44m (40.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $1,061,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $1,782,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1195,  Location: 07-LA-405-2.76-LBCH (Lat: 33.801667,  Lng: -118.133333),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: CLARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.760,  Lanes on structure: 12,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.1m (148.0ft)

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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,392,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $4,018,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1196,  Location: 07-LA-405-3.3-LBCH (Lat: 33.805764,  Lng: -118.142597),  Route carried "on" structure: Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 255,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2029),  Design Load: HS 20,  Features Intersected: LAKEWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.300,  Lanes on structure: 11,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1196G,  Location: 07-LA-405-3.3-LBCH (Lat: 33.806139,  Lng: -118.142500),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1960,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 50,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,189 (year 2029),  Design Load: HS 20,  Features Intersected: LAKEWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.300,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,050,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1197,  Location: 07-LA-405-3.82-LBCH (Lat: 33.807097,  Lng: -118.151347),  Route carried "on" structure: Interstate 405,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 275,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 317,982 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: REDONDO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.820,  Lanes on structure: 12,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  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: 25.6m (84.0ft),  Curb-To-Curb Width: 52.5m (172.2ft),  Out-to-Out Width: 54.1m (177.5ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $2,562,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $4,304,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1198,  Location: 07-LA-405-4.33-LBCH (Lat: 33.810000,  Lng: -118.158333),  Route carried "on" structure: City street Q900,  Year Built: 1964,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,430 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 405,  Facility Carried by Structure: TEMPLE 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: 19.5m (64.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $1,351,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $2,269,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1199,  Location: 07-LA-405-4.53-LBCH (Lat: 33.811667,  Lng: -118.160000),  Route carried "on" structure: City street L059,  Year Built: 1962,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 21,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,966 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 405,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 12,  Location: 07-LA-405-4.88-LBCH (Lat: 33.813333,  Lng: -118.166667),  Route carried "on" structure: City street L064,  Year Built: 1964,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 19,600 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,214 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 405,  Facility Carried by Structure: CHERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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