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


  • National Bridge Inventory (NBI) Statistics
  • 324Number of bridges
  • 5,935ft / 1,809mTotal length
  • $396,782,000Total costs
  • 20,253,843Total average daily traffic
  • 1,676,125Total average daily truck traffic
  • 14,674,853Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Long Beach
  • No street view available for this location

New bridges in Long Beach, CA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 31930-1939
  • 171940-1949
  • 641950-1959
  • 1491960-1969
  • 561970-1979
  • 21980-1989
  • 221990-1999
  • 102000-2009
Reconstructed bridges in Long Beach, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 71960-1969
  • 21970-1979
  • 51980-1989
  • 91990-1999
  • 42000-2009
Average Bridge Daily Traffic in Long Beach, CA
Average Bridge Truck Traffic in Long Beach, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.0%Very good
  • 47.1%Good
  • 4.7%Satisfactory
  • 19.2%Fair
  • 15.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 23.1%Very good
  • 63.0%Good
  • 4.6%Satisfactory
  • 6.9%Fair
  • 2.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 14.5%Very good
  • 76.3%Good
  • 6.9%Satisfactory
  • 2.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 51.0%Excellent
  • 36.5%Very good
  • 6.3%Good
  • 6.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 24.0%Very good
  • 56.0%Good
  • 16.0%Satisfactory
  • 4.0%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 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,418 (year 2035),  Design Load: HS 20,  Features Intersected: ALAMITOS BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Navigation Control: Yes ( Vertical Clearance: 46.0m (150.9ft), Horizontal Clearance: 119.0m (390.4ft)),  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: 2.8m (9.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: November 2015,  Underwater Inspection Date: November 2014,  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 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 77,684 (year 2035),  Design Load: HS 20,  Features Intersected: STATE ROUTE 103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.827,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 287.0m (941.6ft),  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: Good,  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: 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,  Length Of Structure Improvement: 62.20m (204.07ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Critical Feature Inspection Date: December 2016,  Bridge Improvement Cost: $2,121,000,  Roadway Improvement Cost: $365,000,  Total Project Cost: $3,071,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0145,  Location: 07-LA-001-8.27-LBCH (Lat: 33.789994,  Lng: -118.224636),  Route carried "under" structure: State highway 103,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2009),  Truck Traffic: 20%,  Features Intersected: STATE ROUTE 103,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.159,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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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 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 287,022 (year 2035),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.706,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  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: Good,  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: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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: 0.109,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2016,  Underwater Inspection Date: November 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0215R,  Location: 07-LA-022-1.09-LBCH (Lat: 33.774119,  Lng: -118.103997),  Route carried "on" structure: State highway 22,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 33,500 (year 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: 0.109,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 57.30m (187.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2016,  Underwater Inspection Date: November 2014,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,080,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0301,  Location: 07-LA-101-8.75-LA (Lat: 34.122978,  Lng: -118.342183),  Route carried "on" structure: City street L386,  Year Built: 1940,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 5,500 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,677 (year 2036),  Design Load: H 20,  Features Intersected: US 101 & RPS,  Facility Carried by Structure: MULHOLLAND OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 28.2 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.86m (2.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $999,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $1,678,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 10.18m (33.40ft),  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: 0.142,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0302R,  Location: 07-LA-022-1.42-LBCH (Lat: 33.774125,  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: 0.142,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 102.10m (334.97ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $1,703,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0341,  Location: 07-LA-001-7.11-LBCH (Lat: 33.790300,  Lng: -118.204494),  Route carried "on" structure: State highway 1,  Year Built: 1957,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 38,250 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 77,684 (year 2035),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.711,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2015,  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 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,500 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.834,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.9m (9.5ft),  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: 2.9m (9.5ft),  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: November 2017,  Critical Feature Inspection Date: July 2017,  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 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,223 (year 2037),  Design Load: HS 20,  Features Intersected: CASPIAN AVE STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.795,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 124.0m (406.8ft),  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: April 2017
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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 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.729,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.8m (9.2ft),  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: 6.8 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: November 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0725,  Location: 07-LA-001-7.29-LBCH (Lat: 33.790044,  Lng: -118.207631),  Route carried "under" structure: Interstate 710,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2017),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.688,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 53 0725,  Location: 07-LA-001-7.29-LBCH (Lat: 33.790044,  Lng: -118.207631),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.688,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

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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: 5.36m (17.59ft),  Average Daily Traffic: 34,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,329 (year 2034),  Design Load: HS 20,  Features Intersected: 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: 219.0m (718.5ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 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,  Length Of Structure Improvement: 53.60m (175.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $1,414,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $2,375,000 ( Estimate for 2017),  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 "under" structure: Interstate 710,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 146,000 (year 2009),  Truck Traffic: 16%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: WILLOW STREET
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.789,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.6m (61.0ft)

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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: 24,000 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,208 (year 2035),  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: 244.0m (800.5ft),  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: Very good,  Substructure: Very 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,  Length Of Structure Improvement: 68.30m (224.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $1,831,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $3,076,000 ( Estimate for 2018),  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 "under" structure: Interstate 710,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 146,000 (year 2009),  Truck Traffic: 16%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: WARDLOW RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.907,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 53 0727,  Location: 07-LA-710-9.07-LBCH (Lat: 33.821567,  Lng: -118.207211),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2009),  Truck Traffic: 16%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: WARDLOW RD
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.907,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 53 0811,  Location: 07-LA-101-1.02-LA (Lat: 34.056078,  Lng: -118.241400),  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: 98.0m (321.5ft),  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: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2015,  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: 46,800 (year 2006),  Truck Traffic: 40%,  Average Future Daily Traffic: 53,226 (year 2036),  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: 82.0m (269.0ft),  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,  Length Of Structure Improvement: 78.30m (256.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Critical Feature Inspection Date: Febuary 2018,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $384,000,  Total Project Cost: $3,230,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0815,  Location: 07-LA-710-10.31-LBCH (Lat: 33.839528,  Lng: -118.207558),  Route carried "under" structure: Interstate 710,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 181,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: LACTC ACCESS RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.031,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.8m (127.3ft)

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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: 181,000 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 178,245 (year 2035),  Design Load: HS 20,  Features Intersected: COMPTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.059,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 335.0m (1,099.1ft),  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: 5.0m (16.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: May 2016,  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: 1966,  Status: Open,  Structure Length: 0.26m (0.85ft),  Average Daily Traffic: 181,000 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 178,245 (year 2035),  Design Load: HS 20,  Features Intersected: DEL AMO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.082,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 381.0m (1,250.0ft),  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: Very good,  Substructure: Very 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: 24.70m (81.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  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: 25,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,717 (year 2035),  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: 329.0m (1,079.4ft),  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: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: May 2016,  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 "under" structure: Ramp Interstate 710,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: LONG BEACH BLVD
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 1.201,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 68.3m (224.1ft)

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Structure Number: 53 0819,  Location: 07-LA-710-12.01-LBCH (Lat: 33.862933,  Lng: -118.199683),  Route carried "under" structure: Interstate 710,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 181,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: LONG BEACH BLVD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 1.201,  Lanes on structure: 8,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 68.3m (224.1ft)

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Structure Number: 53 082,  Location: 07-LA-710-12.89-LBCH (Lat: 33.874233,  Lng: -118.193875),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 1.289,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53 082,  Location: 07-LA-710-12.89-LBCH (Lat: 33.874233,  Lng: -118.193875),  Route carried "under" structure: Interstate 710,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 189,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.289,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53 082,  Location: 07-LA-710-12.89-LBCH (Lat: 33.874233,  Lng: -118.193875),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 710,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.116,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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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 2035),  Design Load: HS 20,  Features Intersected: DE FOREST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  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: 1.8m (5.9ft),  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: 2.4m (7.9ft)

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: November 2017,  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 "under" structure: City street L054,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 640 (year 2017),  Truck Traffic: 2%,  Features Intersected: DE FOREST AVENUE,  Facility Carried by Structure: STATE ROUTE 1
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 53 1160F,  Location: 07-LA-405-39.65-LA (Lat: 34.163300,  Lng: -118.470378),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 42,500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,546 (year 2037),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.965,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 297,335 (year 2037),  Design Load: HS 20,  Features Intersected: 223RD STREET OH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.819,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 568.0m (1,863.5ft),  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: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 43.60m (143.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $2,424,000,  Roadway Improvement Cost: $484,000,  Total Project Cost: $4,072,000 ( Estimate for 2018),  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 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 297,335 (year 2037),  Design Load: HS 20,  Features Intersected: MC HELEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.845,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 508.0m (1,666.7ft),  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,  Length Of Structure Improvement: 35.70m (117.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,820,000,  Roadway Improvement Cost: $364,000,  Total Project Cost: $3,057,000 ( Estimate for 2017),  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: 1.18m (3.87ft),  Average Daily Traffic: 900 (year 1998),  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: 0.246,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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 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: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.5 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: October 2014,  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 2014),  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: 0.003,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 118.90m (390.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: March 2016,  Bridge Improvement Cost: $5,072,000,  Roadway Improvement Cost: $1,014,000,  Total Project Cost: $8,520,000 ( Estimate for 2017),  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 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2035),  Design Load: HS 20,  Features Intersected: ATHERTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 496.0m (1,627.3ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2035),  Design Load: HS 20,  Features Intersected: STUDEBAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 415.0m (1,361.5ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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 "under" structure: City street L069,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2011),  Truck Traffic: 4%,  Features Intersected: STUDEBAKER ROAD,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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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 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2035),  Design Load: HS 20,  Features Intersected: LOS CERRITOS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.078,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 439.0m (1,440.3ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 3.4 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: 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: Febuary 2017,  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 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2035),  Design Load: HS 20,  Features Intersected: STEARNS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.096,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  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: 4.4m (14.4ft)

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: Febuary 2017,  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 "under" structure: City street L721,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2011),  Truck Traffic: 4%,  Features Intersected: STEARNS STREET,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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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 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2035),  Design Load: HS 20,  Features Intersected: PALO VERDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 421.0m (1,381.2ft),  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: 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: 4.4m (14.4ft)

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: Febuary 2017,  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 "under" structure: City street L729,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2011),  Truck Traffic: 4%,  Features Intersected: PALO VERDE AVE,  Facility Carried by Structure: ROUTE 405
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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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 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,127 (year 2035),  Design Load: HS 20,  Features Intersected: WOODRUFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 427.0m (1,400.9ft),  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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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