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

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Structure Number: 53C166,  Location: 0.5 M NE/O MISSION RD (Lat: 34.064542,  Lng: -118.208617),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 29,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,630 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR,AMTRAK,EASTLAKE AV,  Facility Carried by Structure: MISSION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.3m (109.3ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1661,  Location: 0.15 M N/O MISSION RD (Lat: 34.064011,  Lng: -118.211394),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 7,228 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,734 (year 2037),  Design Load: HS 20,  Features Intersected: UP RR,AMTRAK,ALHAMBRA AV,  Facility Carried by Structure: GRIFFIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1662,  Location: 0.2 MI SOUTH/WEST OF I-5 (Lat: 34.260442,  Lng: -118.444133),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 18,248 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,125 (year 2041),  Design Load: HS 20,  Features Intersected: PACOIMA WASH,  Facility Carried by Structure: PAXTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.7m (90.9ft)

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: 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: Equal 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: 53C1663,  Location: RAMON DR & GOLD PLACE (Lat: 34.121350,  Lng: -118.168236),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 15,900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,809 (year 2042),  Design Load: H 20,  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: SAN PASCUAL AVE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 53C1681,  Location: 0.4MI N/O BOUQUET CYN RD (Lat: 34.447783,  Lng: -118.511975),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 5,459 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,278 (year 2042),  Design Load: HS 20,  Features Intersected: HASKELL CYN CHAN,  Facility Carried by Structure: RIDGEGROVE DR
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1684,  Location: 2.4 KM NORTH OF I-5 (Lat: 34.244303,  Lng: -118.368681),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 15 (year 2043),  Design Load: HS 20,  Features Intersected: HANSON HEIGHTS CHANNEL,  Facility Carried by Structure: CLYBOURN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1686,  Location: 210 M W/O MANDVLE CYN RD (Lat: 34.065308,  Lng: -118.495658),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,245 (year 2040),  Design Load: H 20,  Features Intersected: ARROYO CANYON,  Facility Carried by Structure: WESTRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 53C1687,  Location: DE SOTO AVE & VARIEL AVE (Lat: 34.269892,  Lng: -118.590756),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,359 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,103 (year 2037),  Features Intersected: BROWNS CANYON CREEK,  Facility Carried by Structure: RINALDI STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.5m (21.3ft),  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: 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

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Structure Number: 53C1688,  Location: 200FT S/O VENICE BLVD (Lat: 33.985147,  Lng: -118.467056),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,582 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,865 (year 2038),  Design Load: H 10,  Features Intersected: CARROLL CANAL,  Facility Carried by Structure: DELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1689,  Location: 480FT S/O VENICE BLVD (Lat: 33.984531,  Lng: -118.466511),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,582 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,834 (year 2038),  Design Load: H 10,  Features Intersected: LINNIE CANAL,  Facility Carried by Structure: DELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1691,  Location: 0.2MI S/O VENICE BLVD (Lat: 33.983289,  Lng: -118.465428),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,582 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,834 (year 2038),  Design Load: H 10,  Features Intersected: SHERMAN CANAL,  Facility Carried by Structure: DELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1705,  Location: 1.0 MI N OF U.S.-101 (Lat: 34.068817,  Lng: -118.233172),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 23,420 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,214 (year 2038),  Design Load: H 15,  Features Intersected: HILLSIDE NORTH BROADWAY,  Facility Carried by Structure: NORTH BROADWAY
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: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 32,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1709,  Location: 0.25 MI E/O WOODMAN AVE., (Lat: 34.150194,  Lng: -118.423908),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 25,300 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,193 (year 2040),  Design Load: H 15,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: MOORPARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1713,  Location: 0.05 MI W/O WOODLY AVE (Lat: 34.276581,  Lng: -118.486283),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,055 (year 2042),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: SIMONDS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.5m (8.2ft)

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 2020

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Structure Number: 53C1714,  Location: PEARWD AV-LAUREL CYN BL (Lat: 34.281356,  Lng: -118.454856),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,294 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,163 (year 2037),  Features Intersected: EAST CANYON CHANNEL,  Facility Carried by Structure: RINCON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  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: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.6m (61.0ft)

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,  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 48 months,  Inspection Date: October 2018

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Structure Number: 53C1715,  Location: GOLDEN ST FWY & SHARP AV (Lat: 34.278936,  Lng: -118.456047),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 28,294 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,571 (year 2037),  Features Intersected: EAST CANYON CHANNEL,  Facility Carried by Structure: RINALDI 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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 53C1716,  Location: 0.1 MI E BALBOA BLVD (Lat: 34.319692,  Lng: -118.496731),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,840 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,522 (year 2040),  Features Intersected: WELDON CANYON CULVERT,  Facility Carried by Structure: SAN FERNANDO RD
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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: 53C1721,  Location: 0.21 KM W PLAINVIEW AVE (Lat: 34.252239,  Lng: -118.300367),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 525 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 579 (year 2040),  Design Load: H 10,  Features Intersected: HAINES CANYON CHANNEL,  Facility Carried by Structure: THOUSAND OAKS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft)

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,  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

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Structure Number: 53C1722,  Location: 0.1 MI S PENROSE ST (Lat: 34.231258,  Lng: -118.356214),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,091 (year 2043),  Design Load: HS 20,  Features Intersected: LA TUNA CANYON LATERAL,  Facility Carried by Structure: VILLAGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

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: Superior 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

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Structure Number: 53C1723,  Location: 0.5 MI E/O SEPULVEDA BLVD (Lat: 34.221358,  Lng: -118.459722),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 65,311 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,750 (year 2040),  Design Load: HS 20,  Features Intersected: PACOIMA WASH,  Facility Carried by Structure: ROSCOE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.8m (87.9ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 53C1725,  Location: 0.1 MI W OF SHOUP AVE (Lat: 34.249850,  Lng: -118.615822),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,182 (year 2040),  Features Intersected: SANTA SUSANA CREEK,  Facility Carried by Structure: LASSEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 53C1736,  Location: 0.2MI N/O US-101 FWY (Lat: 34.147597,  Lng: -118.172517),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 510 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 561 (year 2040),  Features Intersected: UNNAMED WASH,  Facility Carried by Structure: CHATEAU RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1749,  Location: FOOTHILL BL & POLK ST (Lat: 34.315350,  Lng: -118.440803),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 15,753 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,360 (year 2044),  Design Load: H 20,  Features Intersected: WILSON CYN CRK,  Facility Carried by Structure: FOOTHILL 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: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 53C175,  Location: 0.3MI W/O BARRANCA AVE (Lat: 34.075256,  Lng: -117.887125),  Route carried "on" structure: City street Q951,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,035 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,540 (year 2041),  Features Intersected: CHARTER OAK WASH,  Facility Carried by Structure: WORKMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 23.0m (75.5ft)

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 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1753,  Location: 50' E WINNETKA AVE (Lat: 34.242639,  Lng: -118.571028),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,192 (year 2035),  Features Intersected: WINNETKA CHANNEL,  Facility Carried by Structure: PLUMMER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 29.3m (96.1ft)

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: 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: December 2018

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Structure Number: 53C1755,  Location: 0.15 M W/O CORBIN AVE (Lat: 34.235431,  Lng: -118.564478),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,262 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,239 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIMEKILN CREEK CHANNEL,  Facility Carried by Structure: NORDHOFF PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1756,  Location: 0.1 W/O CORBIN AVE (Lat: 34.239061,  Lng: -118.564514),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,830 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,306 (year 2040),  Design Load: HS 20,  Features Intersected: LIMEKILN CANYON WASH,  Facility Carried by Structure: PRAIRIE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1758,  Location: 0.1 MI S/O LASSEN STREET (Lat: 34.248950,  Lng: -118.493556),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,984 (year 2042),  Design Load: H 15,  Features Intersected: GRANADA CHANNEL,  Facility Carried by Structure: HAYVENHURST 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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020

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Structure Number: 53C1759,  Location: 0.1 MI W. HAVENHURST AVE (Lat: 34.250044,  Lng: -118.495208),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,858 (year 2040),  Design Load: H 15,  Features Intersected: GRANADA CHANNEL,  Facility Carried by Structure: LASSEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 53C176,  Location: 0.3MI N/O BIG TUJUNGA CYN (Lat: 34.274206,  Lng: -118.315222),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 407 (year 2038),  Design Load: H 15,  Features Intersected: BIG TUJUNGA WASH,  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: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  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: Better than present minimum 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: 53C1762,  Location: BALBOA & RUFFNER AV (Lat: 34.213150,  Lng: -118.497506),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,000 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,162 (year 2036),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: STAGG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 0.5m (1.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

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: 39.2 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: Better than present minimum 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: 53C1766,  Location: 0.42MI E/O SEPULVEDA BLVD (Lat: 34.022325,  Lng: -118.415783),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 24,738 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,669 (year 2038),  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: PALMS BLVD
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: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  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: 53C1767,  Location: 0.1 M W MANDEVILLE CANYON (Lat: 34.059828,  Lng: -118.495400),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 28,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,492 (year 2037),  Design Load: HS 20,  Features Intersected: SANTA MONICA CYN CHANNEL,  Facility Carried by Structure: SUNSET 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: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft)

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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 53C1773,  Location: 1.5 MI N OF SUNSET BLVD (Lat: 34.102411,  Lng: -118.381867),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 1,489 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,739 (year 2040),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: SUNSET PLAZA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1822,  Location: 0.2 MI W WOODLEY AVE (Lat: 34.257336,  Lng: -118.490158),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,166 (year 2042),  Design Load: H 15,  Features Intersected: BULL CANYON CREEK,  Facility Carried by Structure: DEVONSHIRE ST
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: 23.8m (78.1ft),  Skew: 1 degrees,  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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $481,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $808,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1827,  Location: BETW. 3RD ST & 4TH ST (Lat: 34.051425,  Lng: -118.252539),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,212 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,582 (year 2036),  Design Load: HS 20,  Features Intersected: TRANSIT TUNNEL,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 18.90m (62.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 53C1869M,  Location: 0.05 MI SW/O FWY 5 (Lat: 34.273203,  Lng: -118.451131),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 14,500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,608 (year 2040),  Features Intersected: E CANYON CHANNEL,  Facility Carried by Structure: BRAND 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: 22.0m (72.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 53C1874,  Location: AT SR 110 (Lat: 34.112925,  Lng: -118.177503),  Route carried "on" structure: City street ,  Year Built: 1912,  Status: Open,  Structure Length: 11.94m (39.17ft),  Average Daily Traffic: 26,327 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,714 (year 2037),  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: YORK 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: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1875,  Location: AT SR 110 (Lat: 34.083375,  Lng: -118.221953),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 32,700 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,211 (year 2037),  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: AVENUE 26
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: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1876,  Location: ATSR 110 (Lat: 34.086167,  Lng: -118.212794),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 15,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,884 (year 2037),  Design Load: H 10,  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: PASADENA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 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: 25.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1877,  Location: AT SR 110 (Lat: 34.093297,  Lng: -118.206461),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 4,001 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,477 (year 2037),  Design Load: H 10,  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: AVENUE 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: 53C1878,  Location: AT SR 110 (Lat: 34.107889,  Lng: -118.186383),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1939,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 16,300 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,105 (year 2037),  Design Load: H 10,  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: AVENUE 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place