Bridge Statistics for Long Beach, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 341Number of bridges
- 6,841ft / 2,085mTotal length
- $47,963,000Total costs
- 21,650,589Total average daily traffic
- 1,770,721Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Long Beach
- No street view available for this location
- New bridges - historical statistics
- 71930-1939
- 171940-1949
- 751950-1959
- 1461960-1969
- 591970-1979
- 41980-1989
- 191990-1999
- 92000-2009
- 12010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 21950-1959
- 71960-1969
- 31970-1979
- 51980-1989
- 91990-1999
- 42000-2009
- Bridge Condition - Deck
- 1.8%Very good
- 54.2%Good
- 3.6%Satisfactory
- 34.5%Fair
- 6.0%Poor
- Bridge Condition - Superstructure
- 4.7%Very good
- 79.3%Good
- 7.7%Satisfactory
- 7.7%Fair
- 0.6%Poor
- Bridge Condition - Substructure
- 88.2%Good
- 4.7%Satisfactory
- 5.9%Fair
- 1.2%Poor
- Bridge Condition - Channel
- 55.8%Excellent
- 33.7%Very good
- 4.2%Good
- 6.3%Satisfactory
- Bridge Condition - Culverts
- 21.4%Very good
- 60.7%Good
- 14.3%Satisfactory
- 3.6%Fair
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Structure Number: 53 0064, Location: 07-LA-001-0.98-LBCH (Lat: 33.762792, Lng: -118.114892), 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 2021), Truck Traffic: 2%, Average Future Daily Traffic: 65,418 (year 2039), 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: Good, 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 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 0064, Location: 07-LA-001-0.98-LBCH (Lat: 33.762792, Lng: -118.114892), 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 2021), Truck Traffic: 2%, Average Future Daily Traffic: 65,418 (year 2039), 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: Good, 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 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: November 2019, 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: 33.789994, Lng: -118.224636), Route carried "on" structure: State highway 1, Year Built: 1948, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 31,900 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 77,684 (year 2038), Design Load: HS 20, Features Intersected: STATE ROUTE 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: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 0145, Location: 07-LA-001-8.27-LBCH (Lat: 33.789994, Lng: -118.224636), Route carried "on" structure: State highway 1, Year Built: 1948, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 31,900 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 77,684 (year 2038), Design Load: HS 20, Features Intersected: STATE ROUTE 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: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0213, Location: 07-LA-005-7.06-DNY (Lat: 33.944206, Lng: -118.098367), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1965, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 230,000 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 287,022 (year 2037), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.060, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 38.4m (126.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0213, Location: 07-LA-005-7.06-DNY (Lat: 33.944206, Lng: -118.098367), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1965, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 230,000 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 287,022 (year 2037), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.060, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 38.4m (126.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0215L, Location: 07-LA-022-1.09-LBCH (Lat: 33.774350, Lng: -118.104003), 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 2015), Truck Traffic: 2%, Average Future Daily Traffic: 32,208 (year 2037), 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: 15.8m (51.8ft), 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: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0215L, Location: 07-LA-022-1.09-LBCH (Lat: 33.774350, Lng: -118.104003), 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 2015), Truck Traffic: 2%, Average Future Daily Traffic: 32,208 (year 2037), 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: 15.8m (51.8ft), 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: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0215R, Location: 07-LA-022-1.09-LBCH (Lat: 33.774119, Lng: -118.103997), Route carried "on" structure: State highway 22, Year Built: 1955, Year Reconstructed: 2000, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 33,500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 32,208 (year 2037), 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: 11.8m (38.7ft), 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: 11.8m (38.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0215R, Location: 07-LA-022-1.09-LBCH (Lat: 33.774119, Lng: -118.103997), Route carried "on" structure: State highway 22, Year Built: 1955, Year Reconstructed: 2000, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 33,500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 32,208 (year 2037), 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: 11.8m (38.7ft), 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: 11.8m (38.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 2020, Underwater Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0302L, Location: 07-LA-022-1.42-LBCH (Lat: 33.774339, Lng: -118.098275), Route carried "on" structure: State highway 22, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 51,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 41,861 (year 2037), 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: 13.5m (44.3ft), 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: 0.5m (1.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
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: 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: April 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0302L, Location: 07-LA-022-1.42-LBCH (Lat: 33.774339, Lng: -118.098275), Route carried "on" structure: State highway 22, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 51,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 41,861 (year 2037), 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: 13.5m (44.3ft), 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: 0.5m (1.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
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: 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: April 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0302R, Location: 07-LA-022-1.42-LBCH (Lat: 33.774125, Lng: -118.098275), 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 2015), Truck Traffic: 3%, Average Future Daily Traffic: 41,861 (year 2037), 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: 12.4m (40.7ft), 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: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than 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 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0302R, Location: 07-LA-022-1.42-LBCH (Lat: 33.774125, Lng: -118.098275), 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 2015), Truck Traffic: 3%, Average Future Daily Traffic: 41,861 (year 2037), 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: 12.4m (40.7ft), 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: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than 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 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0347, Location: 07-LA-001-8.34-LBCH (Lat: 33.790106, Lng: -118.225861), Route carried "on" structure: State highway 1, Year Built: 1948, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 26,000 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 36,500 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0347, Location: 07-LA-001-8.34-LBCH (Lat: 33.790106, Lng: -118.225861), Route carried "on" structure: State highway 1, Year Built: 1948, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 26,000 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 36,500 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0361F, Location: 07-LA-405-7.95-LBCH (Lat: 33.826317, Lng: -118.213469), Route carried "on" structure: Ramp Interstate 405, Year Built: 1961, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29,223 (year 2038), 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: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: July 2020
Structure Number: 53 0361F, Location: 07-LA-405-7.95-LBCH (Lat: 33.826317, Lng: -118.213469), Route carried "on" structure: Ramp Interstate 405, Year Built: 1961, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29,223 (year 2038), 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: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: July 2020
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Structure Number: 53 0725, Location: 07-LA-001-7.29-LBCH (Lat: 33.790044, Lng: -118.207631), 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 2017), Truck Traffic: 11%, Average Future Daily Traffic: 77,684 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 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, 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: Good, Superstructure: Good, 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: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0725, Location: 07-LA-001-7.29-LBCH (Lat: 33.790044, Lng: -118.207631), 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 2017), Truck Traffic: 11%, Average Future Daily Traffic: 77,684 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 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, 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: Good, Superstructure: Good, 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: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0726, Location: 07-LA-710-7.89-LBCH (Lat: 33.804283, Lng: -118.207725), Route carried "on" structure: City street L030, Year Built: 1947, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 35,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 53,384 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 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: Good, Superstructure: Good, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.38m (17.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,252,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0726, Location: 07-LA-710-7.89-LBCH (Lat: 33.804283, Lng: -118.207725), Route carried "on" structure: City street L030, Year Built: 1947, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 35,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 53,384 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 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: Good, Superstructure: Good, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.38m (17.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,252,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0727, Location: 07-LA-710-9.07-LBCH (Lat: 33.821567, Lng: -118.207211), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 25,000 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 36,208 (year 2037), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0727, Location: 07-LA-710-9.07-LBCH (Lat: 33.821567, Lng: -118.207211), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 25,000 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 36,208 (year 2037), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0811, Location: 07-LA-101-1.02-LA (Lat: 34.056694, Lng: -118.241569), Route carried "on" structure: City street Q608, Year Built: 1951, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 13,467 (year 2037), Design Load: HS 20, Features Intersected: N101-NEW HIGH ST OFF-RMP, Facility Carried by Structure: ARCADIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53 0811, Location: 07-LA-101-1.02-LA (Lat: 34.056694, Lng: -118.241569), Route carried "on" structure: City street Q608, Year Built: 1951, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 13,467 (year 2037), Design Load: HS 20, Features Intersected: N101-NEW HIGH ST OFF-RMP, Facility Carried by Structure: ARCADIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0815, Location: 07-LA-710-10.31-LBCH (Lat: 33.839528, Lng: -118.207558), Route carried "on" structure: Business City street , Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 48,000 (year 2015), Truck Traffic: 40%, Average Future Daily Traffic: 54,000 (year 2037), 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: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0815, Location: 07-LA-710-10.31-LBCH (Lat: 33.839528, Lng: -118.207558), Route carried "on" structure: Business City street , Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 48,000 (year 2015), Truck Traffic: 40%, Average Future Daily Traffic: 54,000 (year 2037), 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: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0817, Location: 07-LA-710-10.59-LBCH (Lat: 33.842953, Lng: -118.206117), Route carried "on" structure: Interstate 710, Year Built: 1953, Year Reconstructed: 1966, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 186,000 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 200,000 (year 2037), 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: 50.0m (164.0ft)
Condition: Deck: Good, Superstructure: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0817, Location: 07-LA-710-10.59-LBCH (Lat: 33.842953, Lng: -118.206117), Route carried "on" structure: Interstate 710, Year Built: 1953, Year Reconstructed: 1966, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 186,000 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 200,000 (year 2037), 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: 50.0m (164.0ft)
Condition: Deck: Good, Superstructure: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0818, Location: 07-LA-710-10.82-LBCH (Lat: 33.846517, Lng: -118.205242), Route carried "on" structure: Interstate 710, Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 190,000 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 210,245 (year 2037), 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: 49.7m (163.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0818, Location: 07-LA-710-10.82-LBCH (Lat: 33.846517, Lng: -118.205242), Route carried "on" structure: Interstate 710, Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 190,000 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 210,245 (year 2037), 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: 49.7m (163.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0819, Location: 07-LA-710-12.01-LBCH (Lat: 33.862933, Lng: -118.199683), Route carried "on" structure: City street L061, Year Built: 1974, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 26,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 38,000 (year 2037), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 0819, Location: 07-LA-710-12.01-LBCH (Lat: 33.862933, Lng: -118.199683), Route carried "on" structure: City street L061, Year Built: 1974, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 26,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 38,000 (year 2037), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 104, Location: 07-LA-002-16.12-LA (Lat: 34.113736, Lng: -118.242936), Route carried "on" structure: State highway 2, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 153,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 194,231 (year 2038), Design Load: HS 20, Features Intersected: DELAY DRIVE OH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.120, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 56.7m (186.0ft), Out-to-Out Width: 58.5m (191.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.7 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 104, Location: 07-LA-002-16.12-LA (Lat: 34.113736, Lng: -118.242936), Route carried "on" structure: State highway 2, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 153,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 194,231 (year 2038), Design Load: HS 20, Features Intersected: DELAY DRIVE OH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.120, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 56.7m (186.0ft), Out-to-Out Width: 58.5m (191.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.7 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1047, Location: 07-LA-001-7.08-LBCH (Lat: 33.790256, Lng: -118.203989), Route carried "on" structure: State highway 1, Year Built: 1957, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 38,250 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 77,684 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1047, Location: 07-LA-001-7.08-LBCH (Lat: 33.790256, Lng: -118.203989), Route carried "on" structure: State highway 1, Year Built: 1957, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 38,250 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 77,684 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1165, Location: 07-LA-405-8.19-LBCH (Lat: 33.825561, Lng: -118.217444), 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 2019), Truck Traffic: 4%, Average Future Daily Traffic: 297,335 (year 2038), 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: Satisfactory, 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: Equal to 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: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 53 1165, Location: 07-LA-405-8.19-LBCH (Lat: 33.825561, Lng: -118.217444), 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 2019), Truck Traffic: 4%, Average Future Daily Traffic: 297,335 (year 2038), 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: Satisfactory, 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: Equal to 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: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 53 1169, Location: 07-LA-405-8.45-LBCH (Lat: 33.825483, Lng: -118.222142), 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 2019), Truck Traffic: 4%, Average Future Daily Traffic: 297,335 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1169, Location: 07-LA-405-8.45-LBCH (Lat: 33.825483, Lng: -118.222142), 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 2019), Truck Traffic: 4%, Average Future Daily Traffic: 297,335 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1180K, Location: 07-LA-005-24.60-LA (Lat: 34.123811, Lng: -118.272836), Route carried "on" structure: Bypass Interstate 5, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 11.78m (38.65ft), Average Daily Traffic: 1,210 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,091 (year 2036), Design Load: HS 20, Features Intersected: S5-LOS FELIZ BL OFF RAMP, Facility Carried by Structure: GRIFFITH PARK DR-S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.600, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1180K, Location: 07-LA-005-24.60-LA (Lat: 34.123811, Lng: -118.272836), Route carried "on" structure: Bypass Interstate 5, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 11.78m (38.65ft), Average Daily Traffic: 1,210 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,091 (year 2036), Design Load: HS 20, Features Intersected: S5-LOS FELIZ BL OFF RAMP, Facility Carried by Structure: GRIFFITH PARK DR-S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.600, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1185, Location: 07-LA-405-0.03-LBCH (Lat: 33.786233, Lng: -118.093283), Route carried "on" structure: Interstate 405, Year Built: 1964, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 10, 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: Fair, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1185, Location: 07-LA-405-0.03-LBCH (Lat: 33.786233, Lng: -118.093283), Route carried "on" structure: Interstate 405, Year Built: 1964, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 10, 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: Fair, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: March 2021, 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-405-0.27-LBCH (Lat: 33.788503, Lng: -118.096264), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), Design Load: HS 20, Features Intersected: ATHERTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 11, 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: Fair, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1186, Location: 07-LA-405-0.27-LBCH (Lat: 33.788503, Lng: -118.096264), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), Design Load: HS 20, Features Intersected: ATHERTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 11, 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: Fair, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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-405-0.45-LBCH (Lat: 33.790514, Lng: -118.098981), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1187, Location: 07-LA-405-0.45-LBCH (Lat: 33.790514, Lng: -118.098981), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: December 2020, 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-405-0.78-LBCH (Lat: 33.793781, Lng: -118.103297), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1188, Location: 07-LA-405-0.78-LBCH (Lat: 33.793781, Lng: -118.103297), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: December 2020, 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-405-0.96-LBCH (Lat: 33.795233, Lng: -118.105242), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1189, Location: 07-LA-405-0.96-LBCH (Lat: 33.795233, Lng: -118.105242), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: December 2020, 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: 33.796972, Lng: -118.107600), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 119, Location: 07-LA-405-1.11-LBCH (Lat: 33.796972, Lng: -118.107600), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: December 2020, 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: 33.801964, Lng: -118.114486), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 253,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1191, Location: 07-LA-405-1.64-LBCH (Lat: 33.801964, Lng: -118.114486), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 253,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 316,127 (year 2037), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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: 33.803025, Lng: -118.123339), Route carried "on" structure: Ramp Interstate 405, Year Built: 1963, Status: Open, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 50,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 75,937 (year 2037), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1193S, Location: 07-LA-405-2.16-LBCH (Lat: 33.803025, Lng: -118.123339), Route carried "on" structure: Ramp Interstate 405, Year Built: 1963, Status: Open, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 50,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 75,937 (year 2037), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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: 33.802908, Lng: -118.123494), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 17.86m (58.60ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2037), Design Load: HL 93, 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1194, Location: 07-LA-405-2.18-LBCH (Lat: 33.802908, Lng: -118.123494), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 17.86m (58.60ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2037), Design Load: HL 93, 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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: December 2020, 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: 33.803508, Lng: -118.124733), Route carried "on" structure: Bypass Interstate 405, Year Built: 1963, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,041 (year 2037), 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: Fair, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1194S, Location: 07-LA-405-2.25-LBCH (Lat: 33.803508, Lng: -118.124733), Route carried "on" structure: Bypass Interstate 405, Year Built: 1963, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,041 (year 2037), 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: Fair, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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: 33.803025, Lng: -118.133708), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2037), Design Load: HL 93, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1195, Location: 07-LA-405-2.76-LBCH (Lat: 33.803025, Lng: -118.133708), Route carried "on" structure: Interstate 405, Year Built: 1963, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2037), Design Load: HL 93, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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-405-3.30-LBCH (Lat: 33.805872, Lng: -118.142222), Route carried "on" structure: Interstate 405, Year Built: 1964, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2038), Design Load: HS 20, Features Intersected: LAKEWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.300, Lanes on structure: 13, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1196, Location: 07-LA-405-3.30-LBCH (Lat: 33.805872, Lng: -118.142222), Route carried "on" structure: Interstate 405, Year Built: 1964, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 255,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 323,577 (year 2038), Design Load: HS 20, Features Intersected: LAKEWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.300, Lanes on structure: 13, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, 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-405-3.30-LBCH (Lat: 33.806128, Lng: -118.142211), Route carried "on" structure: Ramp Interstate 405, Year Built: 1960, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 50,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 75,937 (year 2038), 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1196G, Location: 07-LA-405-3.30-LBCH (Lat: 33.806128, Lng: -118.142211), Route carried "on" structure: Ramp Interstate 405, Year Built: 1960, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 50,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 75,937 (year 2038), 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, 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: 33.807306, Lng: -118.151114), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 325,476 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1197, Location: 07-LA-405-3.82-LBCH (Lat: 33.807306, Lng: -118.151114), 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 2020), Truck Traffic: 5%, Average Future Daily Traffic: 325,476 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: January 2021, 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: 33.809797, Lng: -118.158850), Route carried "on" structure: City street Q900, Year Built: 1964, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,652 (year 2038), 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: Fair, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1198, Location: 07-LA-405-4.33-LBCH (Lat: 33.809797, Lng: -118.158850), Route carried "on" structure: City street Q900, Year Built: 1964, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,652 (year 2038), 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: Fair, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1199, Location: 07-LA-405-4.53-LBCH (Lat: 33.811581, Lng: -118.162156), Route carried "on" structure: City street L059, Year Built: 1962, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,578 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 1199, Location: 07-LA-405-4.53-LBCH (Lat: 33.811581, Lng: -118.162156), Route carried "on" structure: City street L059, Year Built: 1962, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 26,578 (year 2038), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete