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


  • National Bridge Inventory (NBI) Statistics
  • 75Number of bridges
  • 692ft / 211mTotal length
  • $9,612,000Total costs
  • 2,137,433Total average daily traffic
  • 115,414Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lancaster
  • No street view available for this location

New bridges in Lancaster, CA - historical statistics
  • New bridges - historical statistics
  • 31920-1929
  • 21950-1959
  • 291960-1969
  • 261970-1979
  • 21980-1989
  • 91990-1999
  • 32000-2009
  • 12010-2018
Reconstructed bridges in Lancaster, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 31990-1999
Average Bridge Daily Traffic in Lancaster, CA
Average Bridge Truck Traffic in Lancaster, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 3.7%Very good
  • 88.9%Good
  • 3.7%Satisfactory
  • 3.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 88.9%Good
  • 7.4%Satisfactory
  • 3.7%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.7%Very good
  • 77.8%Good
  • 11.1%Satisfactory
  • 7.4%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 22.0%Excellent
  • 51.2%Very good
  • 17.1%Good
  • 9.8%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 34.3%Very good
  • 60.0%Good
  • 5.7%Satisfactory
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Structure Number: 53 1835,  Location: 07-LA-138-36.85 (Lat: 34.776847,  Lng: -118.171031),  Route carried "on" structure: State highway 138,  Year Built: 1968,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,750 (year 2010),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,938 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  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: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 4.5 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: 3.5 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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1835,  Location: 07-LA-138-36.85 (Lat: 34.776847,  Lng: -118.171031),  Route carried "under" structure: State highway 14,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: SR 138 (AVENUE D)
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 53 1859,  Location: 07-LA-014-R73.00 (Lat: 34.762278,  Lng: -118.170911),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 255 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 375 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "E"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 39.5 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: 30.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1859,  Location: 07-LA-014-R73.00 (Lat: 34.762278,  Lng: -118.170911),  Route carried "under" structure: State highway 14,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "E"
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.073,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53 186,  Location: 07-LA-014-R70.99-LAN (Lat: 34.733167,  Lng: -118.170722),  Route carried "under" structure: State highway 14,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2009),  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "G"
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 7.099,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 53 1861,  Location: 07-LA-014-R72.00 (Lat: 34.747725,  Lng: -118.170844),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 525 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 689 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "F"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 36.3 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: 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1861,  Location: 07-LA-014-R72.00 (Lat: 34.747725,  Lng: -118.170844),  Route carried "under" structure: State highway 14,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2009),  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "F"
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 53 1862,  Location: 07-LA-014-R69.99-LAN (Lat: 34.718564,  Lng: -118.170606),  Route carried "on" structure: City street Q040,  Year Built: 1968,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 613 (year 2035),  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "H"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 287.0m (941.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1862,  Location: 07-LA-014-R69.99-LAN (Lat: 34.718564,  Lng: -118.170606),  Route carried "under" structure: State highway 14,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "H"
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 6.999,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 53 2028L,  Location: 07-LA-014-R70.27-LAN (Lat: 34.722744,  Lng: -118.170364),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 18,750 (year 2009),  Average Future Daily Traffic: 39,048 (year 2035),  Design Load: HS 20,  Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.027,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2028R,  Location: 07-LA-014-R70.27-LAN (Lat: 34.722836,  Lng: -118.169939),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 18,750 (year 2009),  Average Future Daily Traffic: 39,048 (year 2035),  Design Load: HS 20,  Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.027,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2176,  Location: 07-LA-014-R66.18-LAN (Lat: 34.667525,  Lng: -118.153742),  Route carried "on" structure: City street Q033,  Year Built: 1970,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,800 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,121 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "K-8"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.9m (111.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2176,  Location: 07-LA-014-R66.18-LAN (Lat: 34.667525,  Lng: -118.153742),  Route carried "under" structure: State highway 14,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 75,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "K-8"
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 6.618,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.9m (111.2ft)

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Structure Number: 53 2223,  Location: 07-LA-014-R64.68-LAN (Lat: 34.645653,  Lng: -118.153575),  Route carried "on" structure: City street Q031,  Year Built: 1970,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 7,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,302 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "M"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.4m (50.5ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum 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
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Structure Number: 53 2223,  Location: 07-LA-014-R64.68-LAN (Lat: 34.645653,  Lng: -118.153575),  Route carried "under" structure: State highway 14,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 92,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "M"
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 6.468,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 53 2224,  Location: 07-LA-014-R65.68-LAN (Lat: 34.660214,  Lng: -118.153772),  Route carried "on" structure: City street Q032,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 10,500 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,452 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "L"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 276.0m (905.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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
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Structure Number: 53 2224,  Location: 07-LA-014-R65.68-LAN (Lat: 34.660214,  Lng: -118.153772),  Route carried "under" structure: State highway 14,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 92,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: ROUTE 14,  Facility Carried by Structure: AVENUE "L"
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 6.568,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 53 2285,  Location: 07-LA-014-R71.20 (Lat: 34.736383,  Lng: -118.170039),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,097 (year 2035),  Features Intersected: AVE G DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.712,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 341.0m (1,118.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 72.2m (236.9ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2286,  Location: 07-LA-014-R71.25 (Lat: 34.737203,  Lng: -118.170069),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,097 (year 2035),  Features Intersected: AVE G DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.125,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 253.0m (830.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 6.1m (20.0ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2287,  Location: 07-LA-014-R71.70 (Lat: 34.743528,  Lng: -118.170144),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,097 (year 2035),  Features Intersected: AVE F DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.717,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 57.6m (189.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2017
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Structure Number: 53 2288,  Location: 07-LA-014-R71.80 (Lat: 34.744914,  Lng: -118.170039),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,097 (year 2035),  Features Intersected: AVE F DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.718,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 351.0m (1,151.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 70.1m (230.0ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2289,  Location: 07-LA-014-R72.10 (Lat: 34.749303,  Lng: -118.170053),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,097 (year 2035),  Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.721,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 3.2m (10.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 71.3m (233.9ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2289K,  Location: 07-LA-014-R72.10 (Lat: 34.749444,  Lng: -118.171208),  Route carried "on" structure: Bypass State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 240 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 315 (year 2035),  Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.721,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2017
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Structure Number: 53 229,  Location: 07-LA-014-R72.20 (Lat: 34.750678,  Lng: -118.170153),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,097 (year 2035),  Features Intersected: AVE F DRAIN 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.722,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 372.0m (1,220.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 68.6m (225.1ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2291,  Location: 07-LA-014-R72.25 (Lat: 34.751517,  Lng: -118.170178),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 37,500 (year 2009),  Average Future Daily Traffic: 78,096 (year 2035),  Features Intersected: AVE F DRAIN 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.225,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 6.1m (20.0ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2292,  Location: 07-LA-014-R73.20 (Lat: 34.764411,  Lng: -118.170322),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,449 (year 2035),  Features Intersected: AVE E DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 57.6m (189.0ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2293,  Location: 07-LA-014-R73.25 (Lat: 34.765506,  Lng: -118.170331),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,449 (year 2035),  Features Intersected: AVE E DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.325,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 60.7m (199.1ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2294,  Location: 07-LA-014-R73.30 (Lat: 34.766608,  Lng: -118.170339),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,449 (year 2035),  Features Intersected: AVE E DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.733,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 62.5m (205.1ft)

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 48 months,  Inspection Date: September 2017
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Structure Number: 53 2295,  Location: 07-LA-014-R74.16 (Lat: 34.779275,  Lng: -118.170367),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,640 (year 2036),  Design Load: HS 20,  Features Intersected: AVE D DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.416,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 409.0m (1,341.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 40.9m (134.2ft),  Out-to-Out Width: 70.1m (230.0ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2014
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Structure Number: 53 2296,  Location: 07-LA-014-R74.19 (Lat: 34.779689,  Lng: -118.170386),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,640 (year 2036),  Design Load: HS 20,  Features Intersected: AVE D DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.419,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 336.0m (1,102.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 64.6m (211.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2014
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Structure Number: 53 2297,  Location: 07-LA-014-R74.21 (Lat: 34.780092,  Lng: -118.170403),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,640 (year 2036),  Design Load: HS 20,  Features Intersected: AVE D DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.421,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.9m (9.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 2.9m (9.5ft),  Out-to-Out Width: 59.4m (194.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2014
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Structure Number: 53 2298,  Location: 07-LA-014-R74.96 (Lat: 34.790525,  Lng: -118.170533),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,640 (year 2036),  Design Load: HS 20,  Features Intersected: AVE C DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.496,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 288.0m (944.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2014
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Structure Number: 53 2299,  Location: 07-LA-014-R74.97 (Lat: 34.790819,  Lng: -118.170536),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,640 (year 2036),  Design Load: HS 20,  Features Intersected: AVE C DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.497,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 233.0m (764.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 57.9m (190.0ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2014
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Structure Number: 53 2381L,  Location: 07-LA-014-R66.73-LAN (Lat: 34.674739,  Lng: -118.157633),  Route carried "under" structure: City street Q034,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 11,225 (year 1998),  Truck Traffic: 2%,  Features Intersected: AVENUE "K",  Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  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 2381R,  Location: 07-LA-014-R66.73-LAN (Lat: 34.674736,  Lng: -118.157108),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 0.57m (1.87ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "K"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.673,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 192.0m (629.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2381R,  Location: 07-LA-014-R66.73-LAN (Lat: 34.674736,  Lng: -118.157108),  Route carried "under" structure: City street Q034,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 11,225 (year 1998),  Truck Traffic: 2%,  Features Intersected: AVENUE "K",  Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  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 2382L,  Location: 07-LA-014-R67.37-LAN (Lat: 34.682039,  Lng: -118.164436),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.737,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 169.0m (554.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 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: 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2382R,  Location: 07-LA-014-R67.37-LAN (Lat: 34.682036,  Lng: -118.163819),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.737,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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
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Structure Number: 53 2383L,  Location: 07-LA-014-R67.48-LAN (Lat: 34.683108,  Lng: -118.165431),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 7.42m (24.34ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.748,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.2m (7.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2383R,  Location: 07-LA-014-R67.48-LAN (Lat: 34.683600,  Lng: -118.165425),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 7.42m (24.34ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.748,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 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: 3.5 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: Equal to present minimum 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
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Structure Number: 53 2384L,  Location: 07-LA-014-R67.95-LAN (Lat: 34.689225,  Lng: -118.169689),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.795,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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
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Structure Number: 53 2384R,  Location: 07-LA-014-R67.95-LAN (Lat: 34.689225,  Lng: -118.169308),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 4.68m (15.35ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.795,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.4m (152.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 34.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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
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Structure Number: 53 2385L,  Location: 07-LA-014-R68.46-LAN (Lat: 34.696556,  Lng: -118.170111),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.846,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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
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Structure Number: 53 2385L,  Location: 07-LA-014-R68.46-LAN (Lat: 34.696556,  Lng: -118.170111),  Route carried "under" structure: City street Q038,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,596 (year 1998),  Truck Traffic: 2%,  Features Intersected: LANCASTER BLVD,  Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 53 2385R,  Location: 07-LA-014-R68.46-LAN (Lat: 34.696558,  Lng: -118.169739),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.846,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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
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Structure Number: 53 2386K,  Location: 07-LA-014-R68.96-LAN (Lat: 34.703844,  Lng: -118.170514),  Route carried "on" structure: Ramp State highway 14,  Year Built: 2012,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 10,100 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,333 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.896,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 72.0m (236.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

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: Superior 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
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Structure Number: 53 2386L,  Location: 07-LA-014-R68.96-LAN (Lat: 34.703847,  Lng: -118.170167),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.896,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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
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Structure Number: 53 2386R,  Location: 07-LA-014-R68.96-LAN (Lat: 34.703847,  Lng: -118.169794),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,766 (year 2037),  Design Load: HS 20,  Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.896,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 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: 34.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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
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