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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 1284F,  Location: 07-LA-710-9.38-LBCH (Lat: 33.826028,  Lng: -118.207811),  Route carried "under" structure: Interstate 710,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 146,000 (year 2009),  Truck Traffic: 16%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.938,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 53 1284F,  Location: 07-LA-710-9.38-LBCH (Lat: 33.826028,  Lng: -118.207811),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 17,700 (year 2009),  Truck Traffic: 2%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.938,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 53 1284F,  Location: 07-LA-710-9.38-LBCH (Lat: 33.826028,  Lng: -118.207811),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 16,700 (year 2009),  Truck Traffic: 2%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.938,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 53 1420G,  Location: 07-LA-405-7.55-LBCH (Lat: 33.824211,  Lng: -118.207397),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1961,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 9,900 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,037 (year 2035),  Design Load: H 20,  Features Intersected: S405-S710 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.755,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 4,  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: 3,  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: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 31.4 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: 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,  Length Of Structure Improvement: 54.30m (178.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1420G,  Location: 07-LA-405-7.55-LBCH (Lat: 33.824211,  Lng: -118.207397),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2011),  Truck Traffic: 2%,  Features Intersected: S405-S710 CONNECTOR RAMP
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.755,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 53 1422F,  Location: 07-LA-405-7.66-LBCH (Lat: 33.825006,  Lng: -118.215906),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1961,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 25,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,433 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.766,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  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: 6,  Length of Maximum Span: 35.7m (117.1ft),  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: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 184.40m (604.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,911,000,  Roadway Improvement Cost: $382,000,  Total Project Cost: $3,210,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1422F,  Location: 07-LA-405-7.66-LBCH (Lat: 33.825006,  Lng: -118.215906),  Route carried "under" structure: Interstate 710,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 133,000 (year 2011),  Truck Traffic: 16%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.766,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 53 1422F,  Location: 07-LA-405-7.66-LBCH (Lat: 33.825006,  Lng: -118.215906),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2011),  Truck Traffic: 1%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.766,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 53 1422F,  Location: 07-LA-405-7.66-LBCH (Lat: 33.825006,  Lng: -118.215906),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 53 1422F,  Location: 07-LA-405-7.66-LBCH (Lat: 33.825006,  Lng: -118.215906),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: ROUTE 710 & CONNECTORS
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.963,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 53 1427,  Location: 07-LA-022-1.14-LBCH (Lat: 33.774581,  Lng: -118.103200),  Route carried "on" structure: County highway L069,  Year Built: 1959,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 38,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,672 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 22,  Facility Carried by Structure: STUDEBAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 2.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1427,  Location: 07-LA-022-1.14-LBCH (Lat: 33.774581,  Lng: -118.103200),  Route carried "under" structure: State highway 22,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: ROUTE 22,  Facility Carried by Structure: STUDEBAKER RD
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.114,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 1473H,  Location: 07-LA-710-9.20-LBCH (Lat: 33.824347,  Lng: -118.202017),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1963,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 34,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,955 (year 2035),  Design Load: HS 20,  Features Intersected: S405-PACIFIC PL OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 4.7 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: 3.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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 1473H,  Location: 07-LA-710-9.20-LBCH (Lat: 33.824347,  Lng: -118.202017),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2006),  Truck Traffic: 2%,  Features Intersected: S405-PACIFIC PL OFF-RAMP
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.721,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 53 1476G,  Location: 07-LA-405-7.20-LBCH (Lat: 33.824858,  Lng: -118.200953),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 24,200 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,531 (year 2037),  Design Load: HS 20,  Features Intersected: APPIAN WAY-N405 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

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: 31.1 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1476G,  Location: 07-LA-405-7.20-LBCH (Lat: 33.824858,  Lng: -118.200953),  Route carried "under" structure: Bypass Interstate 405,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2011),  Truck Traffic: 2%,  Features Intersected: APPIAN WAY-N405 ON-RAMP
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 53 148,  Location: 07-LA-405-3.01-LBCH (Lat: 33.803447,  Lng: -118.137519),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: WILLOW STREET,  Facility Carried by Structure: INTERSTATE 405
Minimum Vertical Clearance: 0.47m (1.54ft),  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: 31.1m (102.0ft)

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Structure Number: 53 1481G,  Location: 07-LA-405-3.20-LBCH (Lat: 33.805639,  Lng: -118.140583),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,820 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: N405-LAKEWOOD BL OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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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Structure Number: 53 1481G,  Location: 07-LA-405-3.20-LBCH (Lat: 33.805639,  Lng: -118.140583),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: N405-LAKEWOOD BL OFFRAMP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 53 1573K,  Location: 07-LA-405-5.01-LBCH (Lat: 33.813750,  Lng: -118.169367),  Route carried "on" structure: Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 4,821 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 343,934 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 405 NB ON-RAMP,  Facility Carried by Structure: CHERRY AVE OFF RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.501,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Poor,  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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1573K,  Location: 07-LA-405-5.01-LBCH (Lat: 33.813750,  Lng: -118.169367),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 940 (year 2011),  Truck Traffic: 5%,  Features Intersected: ROUTE 405 NB ON-RAMP,  Facility Carried by Structure: CHERRY AVE OFF RMP
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 53 1574S,  Location: 07-LA-405-4.99-LBCH (Lat: 33.814267,  Lng: -118.168964),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,102 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,955 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 405 ON-RAMP,  Facility Carried by Structure: ORANGE AVE OFF RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  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: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 89.30m (292.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $894,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,501,000 ( 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 1574S,  Location: 07-LA-405-4.99-LBCH (Lat: 33.814267,  Lng: -118.168964),  Route carried "under" structure: Bypass Interstate 405,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,102 (year 2011),  Truck Traffic: 2%,  Features Intersected: RTE 405 ON-RAMP,  Facility Carried by Structure: ORANGE AVE OFF RMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 53 1577S,  Location: 07-LA-405-2.30-LBCH (Lat: 33.803567,  Lng: -118.126156),  Route carried "on" structure: Bypass Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 8,500 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,656 (year 2037),  Design Load: HS 20,  Features Intersected: WILLOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: 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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Structure Number: 53 1577S,  Location: 07-LA-405-2.30-LBCH (Lat: 33.803567,  Lng: -118.126156),  Route carried "under" structure: City street L030,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2011),  Truck Traffic: 4%,  Features Intersected: WILLOW STREET,  Facility Carried by Structure: N405-SB N LAKEWOOD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 53 1610G,  Location: 07-LA-010-R9.12-LA (Lat: 34.035525,  Lng: -118.373456),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 7,750 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,505 (year 2036),  Design Load: HS 20,  Features Intersected: BALLONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.912,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  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,  Channel: Excellent,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 70.40m (230.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,226,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1619E,  Location: 07-LA-405-3.46-LBCH (Lat: 33.805161,  Lng: -118.144897),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1964,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 32,204 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,343 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: VEHICLE ACCESS
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.346,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017
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Structure Number: 53 1723,  Location: 07-LA-605-R0.29-LBCH (Lat: 33.810292,  Lng: -118.081833),  Route carried "on" structure: City street L059,  Year Built: 1965,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 16,700 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,668 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 605,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 218.0m (715.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 23.3 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1723,  Location: 07-LA-605-R0.29-LBCH (Lat: 33.810292,  Lng: -118.081833),  Route carried "under" structure: Interstate 605,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 190,390 (year 2005),  Truck Traffic: 6%,  Features Intersected: ROUTE 605,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.029,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 53 1737H,  Location: 07-LA-405-0.02-LBCH (Lat: 33.786853,  Lng: -118.093058),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1966,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 40,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 59,764 (year 2037),  Design Load: HS 20,  Features Intersected: SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  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: 23.8m (78.1ft),  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: Fair,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 113.40m (372.05ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: March 2016,  Bridge Improvement Cost: $1,175,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $1,974,000 ( 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 1761,  Location: 07-LA-091-R14.10-LBCH (Lat: 33.876828,  Lng: -118.151567),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: DOWNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.141,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 494.0m (1,620.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1761,  Location: 07-LA-091-R14.10-LBCH (Lat: 33.876828,  Lng: -118.151567),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,980 (year 2005),  Truck Traffic: 2%,  Features Intersected: DOWNEY AVE,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 53 185,  Location: 07-LA-605-R0.79-LBCH (Lat: 33.817550,  Lng: -118.081728),  Route carried "under" structure: Interstate 605,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 190,390 (year 2005),  Truck Traffic: 6%,  Features Intersected: ROUTE 605,  Facility Carried by Structure: WARDLOW RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.079,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

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Structure Number: 53 212,  Location: 07-LA-118-R13.68-LA (Lat: 34.284897,  Lng: -118.412208),  Route carried "on" structure: State highway 118,  Year Built: 1975,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 133,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 119,988 (year 2035),  Design Load: HS 20,  Features Intersected: DRONFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 398.0m (1,305.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.4m (135.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 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: 37.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2121,  Location: 07-LA-091-R12.34-LBCH (Lat: 33.876614,  Lng: -118.181931),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: MYRTLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.234,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 562.0m (1,843.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 56.2m (184.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 8.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2122,  Location: 07-LA-091-R12.59-LBCH (Lat: 33.876661,  Lng: -118.177589),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: ORANGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 506.0m (1,660.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2123,  Location: 07-LA-091-R13.09-LBCH (Lat: 33.875889,  Lng: -118.168922),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: CHERRY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.309,  Lanes on structure: 11,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 433.0m (1,420.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 8.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2123,  Location: 07-LA-091-R13.09-LBCH (Lat: 33.875889,  Lng: -118.168922),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: CHERRY AVE,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.5m (90.2ft)

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Structure Number: 53 2124,  Location: 07-LA-091-R12.09-LBCH (Lat: 33.876606,  Lng: -118.186356),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: ATLANTIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.209,  Lanes on structure: 13,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 543.0m (1,781.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 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: 43.7 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2124,  Location: 07-LA-091-R12.09-LBCH (Lat: 33.876606,  Lng: -118.186356),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,050 (year 2005),  Truck Traffic: 2%,  Features Intersected: ATLANTIC AVE,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 53 2127,  Location: 07-LA-091-R12.84-LBCH (Lat: 33.876636,  Lng: -118.173247),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: WALNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.284,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 506.0m (1,660.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2128,  Location: 07-LA-091-R13.86-LBCH (Lat: 33.876714,  Lng: -118.155847),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20,  Features Intersected: OBISPO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.386,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 494.0m (1,620.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2129,  Location: 07-LA-091-R13.59-LBCH (Lat: 33.875889,  Lng: -118.160311),  Route carried "on" structure: State highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: PARAMOUNT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.359,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 433.0m (1,420.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.6 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: 36.9 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2129,  Location: 07-LA-091-R13.59-LBCH (Lat: 33.875889,  Lng: -118.160311),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 17,870 (year 2005),  Truck Traffic: 2%,  Features Intersected: PARAMOUNT BLVD,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 0.52m (1.71ft),  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: 28.7m (94.2ft)

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Structure Number: 53 2142,  Location: 07-LA-091-R11.81-LBCH (Lat: 33.875950,  Lng: -118.191236),  Route carried "on" structure: State highway 91,  Year Built: 1971,  Status: Open,  Structure Length: 28.65m (94.00ft),  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,604 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LOS ANGELES RIV,E91-N710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.181,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 401.0m (1,315.6ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 40.1m (131.6ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2142,  Location: 07-LA-091-R11.81-LBCH (Lat: 33.875950,  Lng: -118.191236),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 32,870 (year 2005),  Truck Traffic: 5%,  Features Intersected: LOS ANGELES RIV,E91-N710,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.299,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.8m (12.5ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "on" structure: Ramp Interstate 710,  Year Built: 1971,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 30,500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,003 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 23,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 23,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  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 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: State highway 91,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 258,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.119,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.174,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2142F,  Location: 07-LA-710-13.03-LBCH (Lat: 33.876594,  Lng: -118.188161),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: ROUTES 710 & 91, L A RIV
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.174,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 53 2143F,  Location: 07-LA-091-R11.70-LBCH (Lat: 33.876292,  Lng: -118.193314),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1971,  Status: Open,  Structure Length: 64.45m (211.45ft),  Average Daily Traffic: 44,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,337 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I 710,N710-W91,E91-N710
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.117,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.5m (4.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 1.5m (4.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 5.8 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2143F,  Location: 07-LA-091-R11.70-LBCH (Lat: 33.876292,  Lng: -118.193314),  Route carried "under" structure: Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: I 710,N710-W91,E91-N710
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.307,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 53 2143F,  Location: 07-LA-091-R11.70-LBCH (Lat: 33.876292,  Lng: -118.193314),  Route carried "under" structure: Ramp Interstate 710,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,250 (year 2007),  Truck Traffic: 2%,  Features Intersected: I 710,N710-W91,E91-N710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.308,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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