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

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Structure Number: 53 1395S,  Location: 07-LA-005-16.37-LA (Lat: 34.029489,  Lng: -118.213858),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1960,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 3,800 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,606 (year 2041),  Design Load: HS 20,  Features Intersected: ST RTE 60 WB, WB60-NB101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.370,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1396L,  Location: 07-LA-060-0.28-LA (Lat: 34.029731,  Lng: -118.220581),  Route carried "on" structure: City street L336,  Year Built: 1960,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 4,020 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,350 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 60 WB,  Facility Carried by Structure: BOYLE AVE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1397F,  Location: 07-LA-060-R0.60-LA (Lat: 34.030419,  Lng: -118.215825),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 19.67m (64.53ft),  Average Daily Traffic: 12,900 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2041),  Design Load: HS 20,  Features Intersected: SOTO ST OFF/ON RAMPS
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.600,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1397R,  Location: 07-LA-005-16.36-LA (Lat: 34.030258,  Lng: -118.215897),  Route carried "on" structure: Interstate 5,  Year Built: 1960,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 129,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 140,719 (year 2041),  Design Load: HS 20,  Features Intersected: W60, W60-N101 CON, RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.360,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  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: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1398L,  Location: 07-LA-060-R0.73-LA (Lat: 34.029881,  Lng: -118.212711),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 2,300 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: ST RTE 60 WB & CONNS,  Facility Carried by Structure: MARIETTA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1401,  Location: 07-LA-405-26.08-CLC (Lat: 33.989269,  Lng: -118.399933),  Route carried "on" structure: Interstate 405,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 274,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 337,600 (year 2038),  Design Load: HS 20,  Features Intersected: SLAUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.080,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.3m (161.7ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 49.3m (161.7ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1404S,  Location: 07-LA-005-20.00-LA (Lat: 34.075350,  Lng: -118.218847),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1959,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 8,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,018 (year 2041),  Design Load: HS 20,  Features Intersected: N5-N110 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1408,  Location: 07-LA-405-41.86-LA (Lat: 34.193739,  Lng: -118.474081),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 220,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 317,982 (year 2038),  Design Load: HS 20,  Features Intersected: VAN OWEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.860,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1409,  Location: 07-LA-405-43.76-LA (Lat: 34.221142,  Lng: -118.472986),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 216,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 333,850 (year 2038),  Design Load: HS 20,  Features Intersected: ROSCOE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.760,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1411K,  Location: 07-LA-005-19.50-LA (Lat: 34.070236,  Lng: -118.218233),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1960,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,600 (year 2040),  Design Load: HS 20,  Features Intersected: N BROADWAY OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.500,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1414,  Location: 07-LA-002-14.46-LA (Lat: 34.094000,  Lng: -118.255886),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 420 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 557 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 2,  Facility Carried by Structure: OAK GLEN PL OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1421M,  Location: 07-LA-110-R1.41-LA (Lat: 33.755422,  Lng: -118.290792),  Route carried "on" structure: Interstate 110,  Year Built: 1956,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 72,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 142,946 (year 2044),  Features Intersected: STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.410,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 55.8m (183.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 55.8m (183.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2022

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Structure Number: 53 1424,  Location: 07-LA-005-20.31-LA (Lat: 34.080939,  Lng: -118.221939),  Route carried "on" structure: Interstate 5,  Year Built: 1962,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 75.59m (248.00ft),  Average Daily Traffic: 225,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 279,332 (year 2038),  Design Load: HS 20,  Features Intersected: SR 110 CON,ST,UP RR,RIV
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 20.310,  Lanes on structure: 7,  Lanes under structure: 23,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 23.3 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: 18.1 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1436,  Location: 07-LA-005-39.70-LA (Lat: 34.270567,  Lng: -118.447156),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 156,373 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 210,335 (year 2043),  Design Load: HS 20,  Features Intersected: FOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.700,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.2m (171.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 52.2m (171.3ft),  Out-to-Out Width: 53.8m (176.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.9 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,  Underclear: Equal to present minimum 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 1439,  Location: 07-LA-405-44.24-LA (Lat: 34.228117,  Lng: -118.472875),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 216,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 288,130 (year 2038),  Design Load: HS 20,  Features Intersected: PARTHENIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.240,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 44.9m (147.3ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.0 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: 26.2 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: Meets minimum limits,  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

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Structure Number: 53 144,  Location: 07-LA-014-R59.11-PMDL (Lat: 34.571236,  Lng: -118.133317),  Route carried "on" structure: State highway 14,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 84,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 185,046 (year 2041),  Design Load: HS 20,  Features Intersected: ANAVERDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.110,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 31.8 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: 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: Equal to 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 1441,  Location: 07-LA-405-42.87-LA (Lat: 34.208247,  Lng: -118.473094),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 216,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 288,130 (year 2038),  Design Load: HS 20,  Features Intersected: SATICOY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.870,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.4m (155.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1443H,  Location: 07-LA-005-20.32-LA (Lat: 34.082533,  Lng: -118.220819),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,375 (year 2038),  Design Load: HS 20,  Features Intersected: AVENUE 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.320,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 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 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1449,  Location: 07-LA-405-41.36-LA (Lat: 34.186519,  Lng: -118.473875),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 220,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 317,982 (year 2038),  Design Load: HS 20,  Features Intersected: VICTORY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.360,  Lanes on structure: 11,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1456H,  Location: 07-LA-005-20.33-LA (Lat: 34.084981,  Lng: -118.218494),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1962,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 18,500 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,362 (year 2041),  Design Load: HS 20,  Features Intersected: ARROYO SECO CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.330,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1457F,  Location: 07-LA-110-26.12-LA (Lat: 34.085258,  Lng: -118.218711),  Route carried "on" structure: Ramp State highway 110,  Year Built: 1962,  Status: Open,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 15,201 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,512 (year 2037),  Design Load: HS 20,  Features Intersected: ST RTE 110 & ARROYO SECO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.120,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.5 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: High priority of corrective action,  Underclear: High priority of corrective action,  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: 53 146,  Location: 07-LA-005-20.94-LA (Lat: 34.085544,  Lng: -118.231281),  Route carried "on" structure: Interstate 5,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 283,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 311,820 (year 2041),  Design Load: HS 20,  Features Intersected: DUVALL ST-S5 & S110 ONRP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.940,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1460S,  Location: 07-LA-005-20.94-LA (Lat: 34.085675,  Lng: -118.231133),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1961,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 44,100 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 59,782 (year 2038),  Design Load: HS 20,  Features Intersected: DUVALL ST-S5 & S110 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.940,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.0 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: 53.1 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of replacement,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1461,  Location: 07-LA-005-20.99-LA (Lat: 34.086006,  Lng: -118.231994),  Route carried "on" structure: Interstate 5,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 283,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 308,722 (year 2038),  Design Load: HS 20,  Features Intersected: S5-ELMGROVE ST OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.990,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1461S,  Location: 07-LA-005-20.99-LA (Lat: 34.086108,  Lng: -118.231889),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1961,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 41,100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,713 (year 2038),  Design Load: HS 20,  Features Intersected: S5-ELMGROVE ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.990,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1462R,  Location: 07-LA-060-0.45-LA (Lat: 34.028914,  Lng: -118.217322),  Route carried "on" structure: State highway 60,  Year Built: 1960,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 90,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,439 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 5 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.450,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1464,  Location: 07-LA-405-35.81-LA (Lat: 34.110464,  Lng: -118.481322),  Route carried "on" structure: Interstate 405,  Year Built: 1962,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 274,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 354,774 (year 2038),  Design Load: HL 93,  Features Intersected: BEL AIR CREST RD NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.810,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.0m (167.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 51.0m (167.3ft),  Out-to-Out Width: 51.0m (167.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1471,  Location: 07-LA-047-0.86 (Lat: 33.749453,  Lng: -118.281228),  Route carried "on" structure: State highway 47,  Year Built: 1963,  Status: Open,  Structure Length: 184.78m (606.23ft),  Average Daily Traffic: 58,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 62,436 (year 2043),  Design Load: HS 20,  Features Intersected: SAN PEDRO TERMINAL ISL
Minimum Vertical Clearance: 15.85m (52.00ft),  Kilometerpoint: 0.860,  Lanes on structure: 4,  Lanes under structure: 17,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 53.3m (174.9ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 20,  Length of Maximum Span: 457.2m (1,500.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: March 2021,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 1474,  Location: 07-LA-002-14.21-LA (Lat: 34.091261,  Lng: -118.258644),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 37,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,565 (year 2038),  Design Load: HS 20,  Features Intersected: GLENDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.210,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 1475G,  Location: 07-LA-002-14.84-LA (Lat: 34.098358,  Lng: -118.251681),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 7,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,406 (year 2038),  Design Load: HS 20,  Features Intersected: ROSEBUD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1475L,  Location: 07-LA-002-14.84-LA (Lat: 34.098583,  Lng: -118.252139),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,954 (year 2038),  Design Load: HS 20,  Features Intersected: ROSEBUD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1475R,  Location: 07-LA-002-14.84-LA (Lat: 34.098464,  Lng: -118.251850),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,303 (year 2038),  Design Load: HS 20,  Features Intersected: ROSEBUD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 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: 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 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1485F,  Location: 07-LA-010-R9.22-LA (Lat: 34.036311,  Lng: -118.371122),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 18,910 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,516 (year 2040),  Design Load: HS 20,  Features Intersected: FAIRFAX-W10, E10-FAIRFAX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.220,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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

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Structure Number: 53 1492K,  Location: 07-LA-110-22.90-LA (Lat: 34.053375,  Lng: -118.258711),  Route carried "on" structure: Bypass State highway 110,  Year Built: 1958,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,121 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROADWAY CUT SLOPE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.900,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1493S,  Location: 07-LA-134-0.01-LA (Lat: 34.153108,  Lng: -118.376883),  Route carried "on" structure: Ramp State highway 134,  Year Built: 1959,  Status: Open,  Structure Length: 21.42m (70.28ft),  Average Daily Traffic: 3,050 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,110 (year 2039),  Design Load: HS 20,  Features Intersected: US 101 NB & SR 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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 1496,  Location: 07-LA-405-45.24-LA (Lat: 34.242706,  Lng: -118.472783),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 216,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 333,850 (year 2038),  Design Load: HS 20,  Features Intersected: PLUMMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.240,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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

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Structure Number: 53 1498,  Location: 07-LA-405-45.74-LA (Lat: 34.249875,  Lng: -118.472061),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 216,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 288,130 (year 2038),  Design Load: HS 20,  Features Intersected: LASSEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.740,  Lanes on structure: 12,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: Meets minimum limits,  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

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Structure Number: 53 15,  Location: 07-LA-405-46.24-LA (Lat: 34.257131,  Lng: -118.471828),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 225,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 314,000 (year 2038),  Design Load: HS 20,  Features Intersected: DEVONSHIRE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.240,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 73.8m (242.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 71.3m (233.9ft),  Out-to-Out Width: 72.5m (237.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Somewhat better than minimum adequacy,  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 1503,  Location: 07-LA-170-R15.37-LA (Lat: 34.164689,  Lng: -118.382369),  Route carried "on" structure: State highway 170,  Year Built: 1962,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 184,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 192,093 (year 2036),  Design Load: HS 20,  Features Intersected: MAGNOLIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.370,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 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: 38.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1506,  Location: 07-LA-405-47.75-LA (Lat: 34.278939,  Lng: -118.469614),  Route carried "on" structure: Interstate 405,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 142,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 279,509 (year 2038),  Design Load: HS 20,  Features Intersected: RINALDI STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.750,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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