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

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Structure Number: 53 2152,  Location: 07-LA-001-8.69-LA (Lat: 33.791886,  Lng: -118.231239),  Route carried "on" structure: State highway 1,  Year Built: 1967,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 33,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,032 (year 2039),  Design Load: HS 20,  Features Intersected: TEXACO OH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2181,  Location: 07-LA-118-R2.32-LA (Lat: 34.274542,  Lng: -118.596619),  Route carried "on" structure: State highway 118,  Year Built: 1971,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 155,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 189,129 (year 2040),  Design Load: HS 20,  Features Intersected: CANOGA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.320,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.0m (154.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 47.0m (154.2ft),  Out-to-Out Width: 48.4m (158.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2182,  Location: 07-LA-118-R2.55-LA (Lat: 34.273472,  Lng: -118.592469),  Route carried "on" structure: State highway 118,  Year Built: 1971,  Status: Open,  Structure Length: 24.18m (79.33ft),  Average Daily Traffic: 155,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 189,129 (year 2040),  Design Load: HS 20,  Features Intersected: DESOTO AVE, BROWNS CYN W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.550,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2182S,  Location: 07-LA-118-R2.55-LA (Lat: 34.273261,  Lng: -118.592278),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1971,  Status: Open,  Structure Length: 16.80m (55.12ft),  Average Daily Traffic: 8,268 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,088 (year 2040),  Design Load: HS 20,  Features Intersected: BROWNS CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.550,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.4m (231.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2186,  Location: 07-LA-118-R11.65L-LA (Lat: 34.267069,  Lng: -118.440417),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 133,500 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 123,839 (year 2044),  Features Intersected: PACOIMA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.650,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.2m (20.3ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 53 2187,  Location: 07-LA-210-R14.15-LA (Lat: 34.234775,  Lng: -118.291369),  Route carried "on" structure: Interstate 210,  Year Built: 1975,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 111,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 137,091 (year 2041),  Design Load: HS 20,  Features Intersected: LA TUNA CANYON RD UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.150,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 49.6m (162.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

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Structure Number: 53 2196,  Location: 07-LA-118-R11.40R-LA (Lat: 34.266322,  Lng: -118.443772),  Route carried "on" structure: State highway 118,  Year Built: 1969,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 148,000 (year 2040),  Features Intersected: EAST CANYON CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.400,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 53 2204,  Location: 07-LA-118-R8.34-LA (Lat: 34.274719,  Lng: -118.493689),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 254,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 309,928 (year 2040),  Design Load: HS 20,  Features Intersected: HAYVENHURST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.340,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.7m (166.3ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.4m (191.6ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2207,  Location: 07-LA-118-R9.04-LA (Lat: 34.267694,  Lng: -118.485044),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 254,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 310,000 (year 2040),  Features Intersected: WOODLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.040,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.3m (168.3ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.2m (187.7ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2208,  Location: 07-LA-118-R9.33-LA (Lat: 34.265911,  Lng: -118.480456),  Route carried "on" structure: State highway 118,  Year Built: 1977,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 254,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20,  Features Intersected: GAYNOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.330,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 57.7m (189.3ft),  Out-to-Out Width: 60.2m (197.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2209,  Location: 07-LA-118-R9.57-LA (Lat: 34.265611,  Lng: -118.476269),  Route carried "on" structure: State highway 118,  Year Built: 1977,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 254,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 310,000 (year 2040),  Design Load: HS 20,  Features Intersected: HASKELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.570,  Lanes on structure: 13,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.5m (198.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 60.5m (198.5ft),  Out-to-Out Width: 70.6m (231.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2211,  Location: 07-LA-405-46.83-LA (Lat: 34.265539,  Lng: -118.471842),  Route carried "on" structure: Interstate 405,  Year Built: 1977,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 209,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 271,205 (year 2038),  Design Load: HS 20,  Features Intersected: SR 118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.830,  Lanes on structure: 11,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2212F,  Location: 07-LA-118-R9.83-LA (Lat: 34.264361,  Lng: -118.472733),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1977,  Status: Open,  Structure Length: 31.73m (104.10ft),  Average Daily Traffic: 28,365 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,400 (year 2040),  Design Load: HS 20,  Features Intersected: I 405,SR 118,CHATSWORTH
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.830,  Lanes on structure: 2,  Lanes under structure: 28,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2213,  Location: 07-LA-118-R10.07-LA (Lat: 34.265669,  Lng: -118.467625),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 247,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 301,000 (year 2040),  Design Load: HS 20,  Features Intersected: SEPULVEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.070,  Lanes on structure: 12,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.0m (173.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 54.6m (179.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2213F,  Location: 07-LA-118-R10.08-LA (Lat: 34.266506,  Lng: -118.467625),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,000 (year 2040),  Design Load: HS 20,  Features Intersected: SEPULVEDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.080,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2214,  Location: 07-LA-118-R10.51-LA (Lat: 34.265644,  Lng: -118.460242),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 148,000 (year 2040),  Design Load: HS 20,  Features Intersected: CHATSWORTH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.510,  Lanes on structure: 14,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 58.0m (190.3ft),  Out-to-Out Width: 59.7m (195.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2215,  Location: 07-LA-118-R10.83-LA (Lat: 34.265608,  Lng: -118.454692),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 149,000 (year 2040),  Design Load: HS 20,  Features Intersected: FOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.830,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.6m (192.3ft),  Curb-To-Curb Width: 58.0m (190.3ft),  Out-to-Out Width: 59.7m (195.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.4 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2216G,  Location: 07-LA-405-46.80-LA (Lat: 34.261914,  Lng: -118.471697),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1977,  Status: Open,  Structure Length: 114.39m (375.30ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,867 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I 405, SR 118, CHATSWRTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.800,  Lanes on structure: 4,  Lanes under structure: 17,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 18,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 2217H,  Location: 07-LA-118-R9.74-LA (Lat: 34.263147,  Lng: -118.472667),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1977,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 54,300 (year 2040),  Design Load: HS 20,  Features Intersected: S405-DEVONSHIRE ST OFFRP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.740,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 53 2225G,  Location: 07-LA-110-25.43L-LA (Lat: 34.079672,  Lng: -118.227158),  Route carried "on" structure: Ramp State highway 110,  Year Built: 1931,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 207 (year 2037),  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.430,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.1m (10.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.1m (10.2ft),  Out-to-Out Width: 2.7m (8.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2233,  Location: 07-LA-210-R9.43-LA (Lat: 34.272042,  Lng: -118.353231),  Route carried "on" structure: Interstate 210,  Year Built: 1980,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 113,000 (year 2017),  Average Future Daily Traffic: 120,623 (year 2041),  Design Load: HS 20,  Features Intersected: WHEATLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.430,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2239,  Location: 07-LA-210-R8.55-LA (Lat: 34.273539,  Lng: -118.368458),  Route carried "on" structure: Interstate 210,  Year Built: 1980,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 113,000 (year 2017),  Average Future Daily Traffic: 120,623 (year 2041),  Design Load: HS 20,  Features Intersected: ORCAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.550,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2243,  Location: 07-LA-210-R9.08-LA (Lat: 34.272844,  Lng: -118.359261),  Route carried "on" structure: Interstate 210,  Year Built: 1980,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 113,000 (year 2017),  Average Future Daily Traffic: 120,623 (year 2041),  Design Load: HS 20,  Features Intersected: CHRISTY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.080,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2246,  Location: 07-LA-210-R10.71-LA (Lat: 34.264186,  Lng: -118.334422),  Route carried "on" structure: Interstate 210,  Year Built: 1980,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 113,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 120,623 (year 2041),  Design Load: HS 20,  Features Intersected: WENTWORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.710,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 53 2247,  Location: 07-LA-210-R8.28-LA (Lat: 34.273853,  Lng: -118.373525),  Route carried "on" structure: Interstate 210,  Year Built: 1980,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 113,000 (year 2017),  Average Future Daily Traffic: 120,623 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TUJUNGA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.280,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.1m (148.0ft)

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: 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 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2249,  Location: 07-LA-210-R9.89-LA (Lat: 34.271072,  Lng: -118.345944),  Route carried "on" structure: Interstate 210,  Year Built: 1980,  Status: Open,  Structure Length: 39.73m (130.35ft),  Average Daily Traffic: 113,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 120,623 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BIG TUJUNGA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.890,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 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: Equal 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

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Structure Number: 53 2314,  Location: 07-LA-090-R1.72-LA (Lat: 33.985114,  Lng: -118.413958),  Route carried "on" structure: State highway 90,  Year Built: 1972,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 154,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 204,109 (year 2038),  Design Load: HS 20,  Features Intersected: CENTINELA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2315,  Location: 07-LA-090-R1.04-LA (Lat: 33.980739,  Lng: -118.424753),  Route carried "on" structure: State highway 90,  Year Built: 1972,  Status: Open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 154,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 204,109 (year 2038),  Design Load: HS 20,  Features Intersected: BALLONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.040,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 96.2 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 232,  Location: 07-LA-210-R17.09 (Lat: 34.221367,  Lng: -118.244439),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 2,100 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,143 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 210,  Facility Carried by Structure: RAMSDELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.3m (168.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 53 2324L,  Location: 07-LA-118-R11.42L-LA (Lat: 34.266853,  Lng: -118.443989),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 83,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 101,000 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 11.420,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 33.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2324R,  Location: 07-LA-118-R11.42R-LA (Lat: 34.266489,  Lng: -118.443678),  Route carried "on" structure: State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 83,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 101,275 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 11.420,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2325K,  Location: 07-LA-118-R11.42L-LA (Lat: 34.267036,  Lng: -118.444169),  Route carried "on" structure: Bypass State highway 118,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,758 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: LAUREL CYN BL ON R
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 11.420,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2326S,  Location: 07-LA-118-R11.43R-LA (Lat: 34.266356,  Lng: -118.443469),  Route carried "on" structure: Bypass State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,550 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,008 (year 2044),  Design Load: HS 20,  Features Intersected: ROUTE 5,  Facility Carried by Structure: LAUREL CYN BL OFF
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 11.430,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2327F,  Location: 07-LA-118-R11.52L-LA (Lat: 34.263847,  Lng: -118.441997),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 50.96m (167.19ft),  Average Daily Traffic: 11,692 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,671 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTES 5 & 118,LAUREL CY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 7,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2328G,  Location: 07-LA-118-R11.41R-LA (Lat: 34.263831,  Lng: -118.442175),  Route carried "on" structure: Ramp State highway 118,  Year Built: 1976,  Status: Open,  Structure Length: 17.16m (56.30ft),  Average Daily Traffic: 38,542 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,029 (year 2040),  Design Load: HS 20,  Features Intersected: PAXTON ON/OFF RA, CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.410,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

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: 62.2 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2329G,  Location: 07-LA-005-39.31-LA (Lat: 34.264764,  Lng: -118.441247),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 50.81m (166.70ft),  Average Daily Traffic: 45,883 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,639 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 5 & SR 118,CONNS,WASH
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 39.310,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 5,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 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: 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: 53 2330F,  Location: 07-LA-005-39.36-LA (Lat: 34.266311,  Lng: -118.442453),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 34.69m (113.81ft),  Average Daily Traffic: 3,160 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,966 (year 2043),  Design Load: HS 20,  Features Intersected: ROUTES 5 & 118, & CONNS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 39.360,  Lanes on structure: 1,  Lanes under structure: 20,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 53 2332S,  Location: 07-LA-170-R14.90-LA (Lat: 34.158867,  Lng: -118.379411),  Route carried "on" structure: Ramp State highway 170,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,900 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,256 (year 2036),  Design Load: HS 20,  Features Intersected: HOLLYWOOD CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2018

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Structure Number: 53 2333S,  Location: 07-LA-170-R15.80-LA (Lat: 34.171369,  Lng: -118.386539),  Route carried "on" structure: Ramp State highway 170,  Year Built: 1966,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,200 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,968 (year 2036),  Design Load: HS 20,  Features Intersected: HOLLYWOOD CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.800,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2018

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Structure Number: 53 2334Y,  Location: 07-LA-170-R16.50-LA (Lat: 34.177922,  Lng: -118.393950),  Route carried "on" structure: Bypass State highway 170,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 14,800 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,552 (year 2036),  Design Load: HS 20,  Features Intersected: HOLLYWOOD CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.500,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2018

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Structure Number: 53 2335Y,  Location: 07-LA-170-R17.00-LA (Lat: 34.184981,  Lng: -118.399639),  Route carried "on" structure: Bypass State highway 170,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,489 (year 2036),  Design Load: HS 20,  Features Intersected: HOLLYWOOD CH VICTORY R N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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