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

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Structure Number: 53C122,  Location: WASHNTON BL/VENICE BL (Lat: 34.033094,  Lng: -118.375036),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 42,792 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,099 (year 2036),  Design Load: H 20,  Features Intersected: BALLONA CREEK,  Facility Carried by Structure: LA CIENEGA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1221,  Location: 0.I MI E OF SUNLAND BLVD (Lat: 34.234000,  Lng: -118.364014),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,910 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,305 (year 2035),  Design Load: HS 20,  Features Intersected: HANSEN HEIGHTS CHANNEL,  Facility Carried by Structure: LA TUNA CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1222,  Location: 2.0 MI E OF SUNLAND (Lat: 34.236364,  Lng: -118.331214),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 10,410 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,185 (year 2037),  Features Intersected: LA TUNA CANYON LATERAL,  Facility Carried by Structure: LA TUNA CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018

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Structure Number: 53C1223,  Location: GLNOKS BL/GLDN ST FWY (Lat: 34.218189,  Lng: -118.354744),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,536 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,645 (year 2037),  Features Intersected: BURBANK WESTERN CHANNEL,  Facility Carried by Structure: LANARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018

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Structure Number: 53C1224,  Location: 0.1 MI W CENTRAL AVE (Lat: 33.935047,  Lng: -118.254997),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,200 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,565 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CREEK,  Facility Carried by Structure: LANZIT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1225,  Location: 0.16 KM W/O CANOGA AVE (Lat: 34.249869,  Lng: -118.598683),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 21,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,842 (year 2037),  Features Intersected: BROWN CANYON WASH,  Facility Carried by Structure: LASSEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

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Structure Number: 53C1226,  Location: 0.1MI W/O RESEDA BLVD (Lat: 34.249900,  Lng: -118.537225),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 26,656 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,288 (year 2038),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: LASSEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 53C1227,  Location: 0.1 MI E HAYVENHURST AVE (Lat: 34.250092,  Lng: -118.491569),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 21,100 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,426 (year 2036),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: LASSEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1228,  Location: 0.04 MI E. OF WILBUR (Lat: 34.249906,  Lng: -118.544178),  Route carried "on" structure: Spur City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 408 (year 2040),  Design Load: H 20,  Features Intersected: WILBUR CREEK,  Facility Carried by Structure: LASSEN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1229,  Location: 0.1 MI N MOOR PARK ST (Lat: 34.151336,  Lng: -118.396317),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 49,900 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,624 (year 2037),  Design Load: HS 20,  Features Intersected: TUJUNGA WASH,  Facility Carried by Structure: LAUREL CANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C123,  Location: WENTWORTH AVENUE (Lat: 34.238131,  Lng: -118.410000),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 21,521 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,309 (year 2041),  Design Load: H 15,  Features Intersected: BRANFORD STREET CHANNEL,  Facility Carried by Structure: LAUREL CANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1231,  Location: BTW HUBBARD ST/RINCON AV (Lat: 34.280819,  Lng: -118.455311),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 30,155 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,547 (year 2037),  Features Intersected: EAST CANYON CHANNEL,  Facility Carried by Structure: LAUREL CANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.8m (9.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 53C1233,  Location: 0.2 MI N OF 1-5 (Lat: 34.235214,  Lng: -118.407058),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 21,521 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,675 (year 2043),  Design Load: HS 20,  Features Intersected: TUJUNGA WASH,  Facility Carried by Structure: LAUREL CANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1234,  Location: 0.2 MI N/O VENTURA BLVD (Lat: 34.145903,  Lng: -118.395981),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 44,972 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,259 (year 2040),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: LAUREL CANYON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1236,  Location: 0.3 M E VALLEY CIRCLE BLD (Lat: 34.161336,  Lng: -118.634356),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,696 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,303 (year 2043),  Features Intersected: DRY CANYON CREEK,  Facility Carried by Structure: VENTURA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 53C1239,  Location: 0.1 N/O FWY 5 (Lat: 34.121272,  Lng: -118.270489),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 46,978 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 73,095 (year 2040),  Design Load: H 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: LOS FELIZ BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C124,  Location: TERMINUS & SHARP AVE (Lat: 34.274792,  Lng: -118.452486),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2037),  Features Intersected: EAST CANYON CHANNEL,  Facility Carried by Structure: MACLAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 53C1241,  Location: BTWN BELAR AV & CLDWTR C (Lat: 34.164767,  Lng: -118.412861),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 31,600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,945 (year 2037),  Design Load: HS 20,  Features Intersected: TUJUNGA WASH,  Facility Carried by Structure: MAGNOLIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1243,  Location: 0.15 M W/O WOODLAKE AVE (Lat: 34.168208,  Lng: -118.633989),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,200 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,306 (year 2042),  Features Intersected: CALABASAS CREEK,  Facility Carried by Structure: MARIANO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 53C1244,  Location: 300 FT N. VANOWEN ST (Lat: 34.194256,  Lng: -118.579597),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 14,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,620 (year 2042),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: MASON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1248,  Location: BTWN 108TH ST & 109TH ST (Lat: 33.937714,  Lng: -118.260775),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,300 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,600 (year 2037),  Features Intersected: COMPTON CREEK,  Facility Carried by Structure: MCKINLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1249,  Location: 100 FT S/O FOOTHILL BLVD (Lat: 34.259064,  Lng: -118.311294),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,925 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,088 (year 2040),  Features Intersected: HAINES CANYON CHANNEL,  Facility Carried by Structure: MCVINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 53C1252,  Location: AT MESA RD (Lat: 34.030250,  Lng: -118.515058),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 16,239 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,844 (year 2039),  Features Intersected: SANTA MONICA CYN CHANNEL,  Facility Carried by Structure: EB WEST CHANNEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 12.0m (39.4ft),  Right: 23.0m (75.5ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 67.8m (222.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1253,  Location: 500FT N/O JEFFERSON BLVD (Lat: 33.987350,  Lng: -118.402678),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,148 (year 2038),  Design Load: HS 20,  Features Intersected: CENTINELA CREEK,  Facility Carried by Structure: MESMER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 92.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1255,  Location: BEVERWIL DR & ROXBURY BL (Lat: 34.049325,  Lng: -118.400475),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,046 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,031 (year 2040),  Design Load: HS 20,  Features Intersected: BENEDICT CANYON CHANNEL,  Facility Carried by Structure: MONTE MAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 6.5m (21.3ft),  Right: 6.5m (21.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1257,  Location: 0.15MI W/O WILBUR AVE (Lat: 34.235367,  Lng: -118.547719),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 32,970 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 73,340 (year 2038),  Design Load: HS 20,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: NORDOFF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 53C1258,  Location: 0.3 MI E/O CANOGA AVE (Lat: 34.235339,  Lng: -118.592653),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 25,975 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,716 (year 2037),  Features Intersected: BROWN CANYON WASH,  Facility Carried by Structure: NORDOFF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019

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Structure Number: 53C1259,  Location: HAVENHURST AV/PETIT AVE (Lat: 34.235597,  Lng: -118.496283),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 45,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,281 (year 2042),  Features Intersected: BULL CREEK,  Facility Carried by Structure: NORDHOFF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1261,  Location: 0.45 M W/O FWY 110 (Lat: 33.867775,  Lng: -118.288975),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 13,134 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,820 (year 2037),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: 182ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1262,  Location: BTW BELHVN AV/CENTRAL AV (Lat: 33.930917,  Lng: -118.255108),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,600 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,696 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CREEK,  Facility Carried by Structure: 114th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1263,  Location: BTW FIGUEROA ST/VERMNT AV (Lat: 33.861519,  Lng: -118.284272),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 35,500 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,075 (year 2036),  Design Load: HS 20,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: 190TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2018,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1264,  Location: 0.2 MI N FOOTHILL BLVD (Lat: 34.262900,  Lng: -118.315661),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,703 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,088 (year 2040),  Design Load: H 10,  Features Intersected: HAINES CANYON CHANNEL,  Facility Carried by Structure: ORO VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: January 2022

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Structure Number: 53C1265,  Location: 0.7 MI NORTH OF I-210 (Lat: 34.281083,  Lng: -118.372186),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 3,021 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,469 (year 2042),  Design Load: HS 20,  Features Intersected: KAGEL CANYON WASH,  Facility Carried by Structure: OSBORNE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1267,  Location: 0.1 M N/O VANOWEN ST (Lat: 34.195125,  Lng: -118.601456),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 13,336 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,454 (year 2042),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: OWENSMOUTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1268,  Location: 0.1 MI S NORDOFF ST (Lat: 34.233358,  Lng: -118.601569),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 10,800 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,311 (year 2042),  Features Intersected: SANTA SUSANA CREEK,  Facility Carried by Structure: OWENSMOUTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 53C1269,  Location: 0.4M E FAIRBROOK AVE (Lat: 34.179083,  Lng: -118.618606),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 8,277 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,288 (year 2042),  Design Load: HS 20,  Features Intersected: CALABASAS CREEK,  Facility Carried by Structure: OXNARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.2m (10.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 53C127,  Location: CLDWTR CYN AV & OXNARD ST (Lat: 34.179306,  Lng: -118.414325),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 38,600 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,619 (year 2037),  Design Load: HS 20,  Features Intersected: TUJUNGA WASH,  Facility Carried by Structure: OXNARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1274,  Location: OVER SAWTELLE-WESTWD CH (Lat: 34.018144,  Lng: -118.425289),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 27,229 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,641 (year 2037),  Design Load: HS 20,  Features Intersected: SAWTELLE-WESTWOOD CHAN,  Facility Carried by Structure: PALMS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1275,  Location: 0.48 KM E/O CANOGA AVE (Lat: 34.228094,  Lng: -118.593317),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 8,727 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,373 (year 2037),  Features Intersected: BROWNS CANYON WASH,  Facility Carried by Structure: PARTHENIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

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Structure Number: 53C1276,  Location: HAYVENHRST AV-PETIT AV (Lat: 34.228369,  Lng: -118.497089),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 27,400 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,201 (year 2036),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: PARTHENIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1277,  Location: 0.2 MI E/O CANOGA AVE (Lat: 34.228094,  Lng: -118.594358),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 8,727 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,439 (year 2042),  Features Intersected: SANTA SUSANA CREEK,  Facility Carried by Structure: PARTHENIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.1m (10.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021