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

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Structure Number: 53 107,  Location: 07-LA-005-24.30-LA (Lat: 34.119994,  Lng: -118.271331),  Route carried "on" structure: City street L450,  Year Built: 1956,  Status: Open,  Structure Length: 9.16m (30.05ft),  Average Daily Traffic: 43,801 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 55,225 (year 2037),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: LOS FELIZ BLVD OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.3m (89.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.8m (97.8ft)

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: 31.4 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1075,  Location: 07-LA-005-27.07-GNDL (Lat: 34.155300,  Lng: -118.289144),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 264,292 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 299,186 (year 2037),  Design Load: HS 20,  Features Intersected: LOS ANGELES RI,SR 134 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.070,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.5m (159.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 48.5m (159.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 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: 42.1 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: 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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Other Special Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1077,  Location: 07-LA-005-27.54-GNDL (Lat: 34.161319,  Lng: -118.292975),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 241,215 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 301,032 (year 2037),  Design Load: HS 20,  Features Intersected: SONORA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.540,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 54.0m (177.2ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 54.0m (177.2ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1077L,  Location: 07-LA-005-27.54-GNDL (Lat: 34.161125,  Lng: -118.293194),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 119,286 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,502 (year 2037),  Design Load: HS 20,  Features Intersected: SONORA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.540,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1077R,  Location: 07-LA-005-27.54-GNDL (Lat: 34.161319,  Lng: -118.292975),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 119,286 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,502 (year 2037),  Design Load: HS 20,  Features Intersected: SONORA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.540,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1079,  Location: 07-LA-005-27.84-GNDL (Lat: 34.164656,  Lng: -118.296286),  Route carried "on" structure: Interstate 5,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 238,572 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 233,004 (year 2037),  Design Load: HS 20,  Features Intersected: WESTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.840,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Other Special Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1079K,  Location: 07-LA-005-27.84-GNDL (Lat: 34.164372,  Lng: -118.296581),  Route carried "on" structure: Bypass Interstate 5,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 12,856 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,768 (year 2037),  Design Load: HS 20,  Features Intersected: WESTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.840,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Other Special Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1079S,  Location: 07-LA-005-27.84-GNDL (Lat: 34.164781,  Lng: -118.296150),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 5,740 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,019 (year 2037),  Design Load: HS 20,  Features Intersected: WESTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.840,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Other Special Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1106,  Location: 07-LA-005S-25.29-GNDL (Lat: 34.141797,  Lng: -118.269092),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 14,000 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,803 (year 2044),  Design Load: H 20,  Features Intersected: I-5 SUPPLEMENTAL ROUTE,  Facility Carried by Structure: SAN FERNANDO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 13.8m (45.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1741,  Location: 07-LA-110-5.90-LA (Lat: 33.815292,  Lng: -118.287178),  Route carried "on" structure: Interstate 110,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 199,500 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 233,826 (year 2037),  Features Intersected: GALAVAN STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.900,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 53 1744,  Location: 07-LA-134-R6.18-GNDL (Lat: 34.154503,  Lng: -118.271406),  Route carried "on" structure: State highway 134,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 242,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 273,692 (year 2040),  Design Load: HS 20,  Features Intersected: CONCORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.180,  Lanes on structure: 11,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.6m (182.4ft),  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: 25.7m (84.3ft),  Curb-To-Curb Width: 55.6m (182.4ft),  Out-to-Out Width: 58.0m (190.3ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  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

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Structure Number: 53 1746,  Location: 07-LA-134-R6.57-GNDL (Lat: 34.155983,  Lng: -118.264758),  Route carried "on" structure: State highway 134,  Year Built: 1967,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 240,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 273,692 (year 2040),  Design Load: HS 20,  Features Intersected: PACIFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.570,  Lanes on structure: 10,  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: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 44.8m (147.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,990,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $3,343,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1748,  Location: 07-LA-134-R6.96-GNDL (Lat: 34.156642,  Lng: -118.258128),  Route carried "on" structure: City street Q283,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 26,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,000 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 134,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.960,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 29.3m (96.1ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1749,  Location: 07-LA-134-R7.13-GNDL (Lat: 34.156664,  Lng: -118.255269),  Route carried "on" structure: City street L311,  Year Built: 1968,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 38,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 134,  Facility Carried by Structure: BRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Fair,  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: 34.0 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1751,  Location: 07-LA-134-R7.40-GNDL (Lat: 34.156636,  Lng: -118.250383),  Route carried "on" structure: City street Q411,  Year Built: 1965,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 4,900 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,418 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 134,  Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 37.6 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: High priority of corrective action,  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 1752,  Location: 07-LA-134-R7.60-GNDL (Lat: 34.156700,  Lng: -118.246936),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 7,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 134,  Facility Carried by Structure: GENEVA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: 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

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Structure Number: 53 1863,  Location: 07-LA-134-R8.23-GNDL (Lat: 34.152467,  Lng: -118.237100),  Route carried "on" structure: State highway 134,  Year Built: 1968,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 226,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 253,571 (year 2042),  Design Load: HS 20,  Features Intersected: VERDUGO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.230,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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

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Structure Number: 53 1866,  Location: 07-LA-134-R8.35-GNDL (Lat: 34.151600,  Lng: -118.235925),  Route carried "on" structure: State highway 134,  Year Built: 1967,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 234,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 253,000 (year 2042),  Design Load: HS 20,  Features Intersected: CHEVY CHASE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.350,  Lanes on structure: 12,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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

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Structure Number: 53 1875,  Location: 07-LA-134-R7.87-GNDL (Lat: 34.156117,  Lng: -118.242172),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 39,400 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,000 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 134 & RAMPS,  Facility Carried by Structure: GLENDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.4m (96.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 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: 41.8 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1878,  Location: 07-LA-134-R8.56-GNDL (Lat: 34.149442,  Lng: -118.232697),  Route carried "on" structure: State highway 134,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 234,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 254,224 (year 2042),  Design Load: HS 20,  Features Intersected: SINCLAIR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.560,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.0m (157.5ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 48.0m (157.5ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1878F,  Location: 07-LA-002-R18.94-GNDL (Lat: 34.149711,  Lng: -118.232228),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1967,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 18,905 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,229 (year 2038),  Design Load: HS 20,  Features Intersected: SINCLAIR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.940,  Lanes on structure: 2,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 26.5m (86.9ft),  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: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: High priority of corrective action,  Approach Roadway Alignment: Superior 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 1884,  Location: 07-LA-134-R8.81-GNDL (Lat: 34.147633,  Lng: -118.229150),  Route carried "on" structure: State highway 134,  Year Built: 1967,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 227,378 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 253,571 (year 2042),  Design Load: HS 20,  Features Intersected: HARVEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.810,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  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: 25.0m (82.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1884G,  Location: 07-LA-002-R18.83-GNDL (Lat: 34.147656,  Lng: -118.227489),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1967,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 9,600 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,824 (year 2038),  Design Load: HS 20,  Features Intersected: HARVEY DR & W134-OFFRAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.830,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  Length of Maximum Span: 47.2m (154.9ft),  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: 38.2 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: 29.5 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 53 1893,  Location: 07-LA-002-R20.05-GNDL (Lat: 34.164239,  Lng: -118.225325),  Route carried "on" structure: City street Q288,  Year Built: 1975,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,167 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SR 2,  Facility Carried by Structure: MOUNTAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.1 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: 60.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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 1894,  Location: 07-LA-002-R20.57-GNDL (Lat: 34.171467,  Lng: -118.222375),  Route carried "on" structure: State highway 2,  Year Built: 1978,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 115,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 125,767 (year 2044),  Design Load: HS 20,  Features Intersected: SHERER LANE UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.570,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 49.2m (161.4ft)

Condition: Deck: Good,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 1901,  Location: 07-LA-002-R18.92-GNDL (Lat: 34.148797,  Lng: -118.227856),  Route carried "on" structure: City street L489,  Year Built: 1967,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 14,700 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,514 (year 2043),  Design Load: H 20,  Features Intersected: S2-W134 CONNECTOR RAMP,  Facility Carried by Structure: HARVEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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 1907G,  Location: 07-LA-134-R8.57-GNDL (Lat: 34.149278,  Lng: -118.232850),  Route carried "on" structure: Ramp State highway 134,  Year Built: 1967,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 98.12m (321.92ft),  Average Daily Traffic: 29,987 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,083 (year 2040),  Design Load: H 20,  Features Intersected: ROUTES 134 & 2,3 STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.570,  Lanes on structure: 2,  Lanes under structure: 31,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 194,  Location: 07-LA-057-R6.82-POM (Lat: 34.052825,  Lng: -117.802403),  Route carried "on" structure: State highway 57,  Year Built: 1972,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 158,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 146,359 (year 2040),  Design Load: HS 20,  Features Intersected: POMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.820,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 32 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: 51.2m (168.0ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.2 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: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1946,  Location: 07-LA-002-R19.05-GNDL (Lat: 34.150028,  Lng: -118.225703),  Route carried "on" structure: City street Q438,  Year Built: 1978,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,460 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 2,  Facility Carried by Structure: HOLLY DR OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

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: 35.6 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1947,  Location: 07-LA-002-R19.05-GNDL (Lat: 34.150297,  Lng: -118.226569),  Route carried "on" structure: City street Q438,  Year Built: 1978,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,460 (year 2038),  Design Load: HS 20,  Features Intersected: W2-W&E134 CONNECTOR RMPS,  Facility Carried by Structure: HOLLY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 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: 60.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  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 1948F,  Location: 07-LA-134-R9.04-GNDL (Lat: 34.149617,  Lng: -118.224514),  Route carried "on" structure: Ramp State highway 134,  Year Built: 1978,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 3,780 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HS 20,  Features Intersected: HOLLY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.040,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 31.4 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1967,  Location: 07-LA-002-R19.18-GNDL (Lat: 34.151819,  Lng: -118.224578),  Route carried "on" structure: State highway 2,  Year Built: 1978,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 115,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 120,042 (year 2038),  Design Load: HS 20,  Features Intersected: GLENOAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.180,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.1 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: Superior 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 1967F,  Location: 07-LA-002-R19.18-GNDL (Lat: 34.152028,  Lng: -118.225194),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1978,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 18,800 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,123 (year 2038),  Design Load: HS 20,  Features Intersected: GLENOAKS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.180,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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 1968,  Location: 07-LA-002-R19.39-GNDL (Lat: 34.155086,  Lng: -118.224003),  Route carried "on" structure: State highway 2,  Year Built: 1978,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 115,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 128,303 (year 2044),  Design Load: HS 20,  Features Intersected: CHEVY CHASE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.390,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  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: 46.9m (153.9ft),  Curb-To-Curb Width: 55.5m (182.1ft),  Out-to-Out Width: 57.3m (188.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 84.6 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: Better than present minimum 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 2220G,  Location: 07-LA-002-R23.00-GNDL (Lat: 34.205128,  Lng: -118.218314),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 15.93m (52.26ft),  Average Daily Traffic: 27,400 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,325 (year 2044),  Design Load: HS 20,  Features Intersected: VERDUGO BL & W210-W2 RP
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 23.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 38.8m (127.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: 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 2231L,  Location: 07-LA-002-R22.94-GNDL (Lat: 34.204786,  Lng: -118.218931),  Route carried "on" structure: State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 41.09m (134.81ft),  Average Daily Traffic: 57,500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,152 (year 2044),  Design Load: HS 20,  Features Intersected: ROUTE 210, VERDUGO, CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.940,  Lanes on structure: 2,  Lanes under structure: 23,  Base Highway Network: Yes (,  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: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 68.9m (226.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2231R,  Location: 07-LA-002-R22.97-GNDL (Lat: 34.205136,  Lng: -118.218133),  Route carried "on" structure: State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 34.50m (113.19ft),  Average Daily Traffic: 57,500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,884 (year 2044),  Design Load: HS 20,  Features Intersected: RTE 210, VERDUGO BL, CON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.970,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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 2242,  Location: 07-LA-002-R22.69-GNDL (Lat: 34.200758,  Lng: -118.218856),  Route carried "on" structure: State highway 2,  Year Built: 1972,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 115,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 125,767 (year 2044),  Design Load: HS 20,  Features Intersected: STANCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.690,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 82.3m (270.0ft),  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: 39.3m (128.9ft),  Curb-To-Curb Width: 81.7m (268.0ft),  Out-to-Out Width: 82.9m (272.0ft)

Condition: Deck: Fair,  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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2282,  Location: 07-LA-210-R16.16-GNDL (Lat: 34.228308,  Lng: -118.257678),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 156,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 160,105 (year 2041),  Design Load: HS 20,  Features Intersected: DUNSMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.160,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  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: 42.8m (140.4ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 57.3m (188.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2301,  Location: 07-LA-014-R75.06 (Lat: 34.792172,  Lng: -118.170547),  Route carried "on" structure: State highway 14,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,640 (year 2041),  Features Intersected: AVE C DRAIN 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.060,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 53 2306,  Location: 07-LA-210-R15.62-GNDL (Lat: 34.230947,  Lng: -118.266447),  Route carried "on" structure: Interstate 210,  Year Built: 1972,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 156,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 187,091 (year 2041),  Design Load: HS 20,  Features Intersected: LOWELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.620,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  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: 43.2m (141.7ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place