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

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Structure Number: 53 0104M,  Location: 07-LA-010-37.61-WCOV (Lat: 34.071878,  Lng: -117.888228),  Route carried "on" structure: Interstate 10,  Year Built: 1934,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 223,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 282,146 (year 2040),  Design Load: HS 20,  Features Intersected: CHARTER OAK WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.610,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 77.5m (254.3ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 77.5m (254.3ft),  Out-to-Out Width: 78.3m (256.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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,  Waterway Adequacy: Equal to present desirable 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 0105,  Location: 07-LA-010-38.32-WCOV (Lat: 34.071631,  Lng: -117.876011),  Route carried "on" structure: Interstate 10,  Year Built: 1932,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 223,000 (year 2012),  Average Future Daily Traffic: 282,477 (year 2038),  Design Load: HS 20,  Features Intersected: WALNUT CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.320,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 67.7m (222.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 67.7m (222.1ft),  Out-to-Out Width: 69.2m (227.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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,  Waterway Adequacy: Equal to present desirable 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: 53 066,  Location: 07-LA-010-29.55-EMTE (Lat: 34.067800,  Lng: -118.026858),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.68m (15.35ft),  Average Daily Traffic: 213,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 276,892 (year 2043),  Design Load: HS 20,  Features Intersected: VALLEY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.550,  Lanes on structure: 15,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.1m (197.2ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 60.1m (197.2ft),  Out-to-Out Width: 61.7m (202.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 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: 26.6 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: Equal to 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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Other Special Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0667,  Location: 07-LA-010-34.28-WCOV (Lat: 34.071639,  Lng: -117.946000),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 215,000 (year 2012),  Average Future Daily Traffic: 289,216 (year 2038),  Design Load: HS 20,  Features Intersected: CAMERON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.280,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 52.0m (170.6ft),  Out-to-Out Width: 53.5m (175.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0668,  Location: 07-LA-010-34.85-WCOV (Lat: 34.072222,  Lng: -117.936392),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 215,000 (year 2012),  Average Future Daily Traffic: 289,216 (year 2038),  Design Load: HS 20,  Features Intersected: SUNSET AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.850,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 79.8m (261.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 81.1m (266.1ft),  Out-to-Out Width: 86.6m (284.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0669,  Location: 07-LA-010-36.48-WCOV (Lat: 34.071925,  Lng: -117.907900),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 215,000 (year 2012),  Average Future Daily Traffic: 289,216 (year 2038),  Design Load: HS 20,  Features Intersected: AZUSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.480,  Lanes on structure: 11,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 58.0m (190.3ft),  Out-to-Out Width: 59.6m (195.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 27.5 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: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0671,  Location: 07-LA-010-38.97-WCOV (Lat: 34.070325,  Lng: -117.865261),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 209,000 (year 2012),  Average Future Daily Traffic: 266,494 (year 2040),  Design Load: HS 20,  Features Intersected: HOLT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.970,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.2m (200.8ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 61.2m (200.8ft),  Out-to-Out Width: 62.8m (206.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.1 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: Somewhat better than minimum adequacy,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1043,  Location: 07-LA-010-35.40-WCOV (Lat: 34.072111,  Lng: -117.926917),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 215,000 (year 2012),  Average Future Daily Traffic: 289,216 (year 2038),  Design Load: HS 20,  Features Intersected: VINCENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.400,  Lanes on structure: 11,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 51.9m (170.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 51.9m (170.3ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: 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 1303,  Location: 07-LA-010-38.01-WCOV (Lat: 34.072211,  Lng: -117.881442),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 33,700 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,339 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 10, RAMPS,  Facility Carried by Structure: BARRANCA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.3m (145.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 27.2 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1351M,  Location: 07-LA-010-34.00-WCOV (Lat: 34.071081,  Lng: -117.951147),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 215,000 (year 2012),  Average Future Daily Traffic: 286,467 (year 2040),  Features Intersected: MEEKER AVE STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.000,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 53 1352M,  Location: 07-LA-010-35.81-WCOV (Lat: 34.072089,  Lng: -117.919961),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 215,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 286,467 (year 2041),  Features Intersected: GLENDORA STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.810,  Lanes on structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.4m (152.2ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 46.4m (152.2ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 53 1528,  Location: 07-LA-010-38.51-WCOV (Lat: 34.071536,  Lng: -117.872497),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 209,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 275,965 (year 2040),  Design Load: HS 20,  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.510,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 63.6m (208.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 63.6m (208.7ft),  Out-to-Out Width: 65.6m (215.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2271,  Location: 07-LA-010-36.98-WCOV (Lat: 34.071858,  Lng: -117.899150),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 223,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 280,274 (year 2040),  Design Load: HS 20,  Features Intersected: HOLLENBECK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.980,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  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: 25.6m (84.0ft),  Curb-To-Curb Width: 55.2m (181.1ft),  Out-to-Out Width: 56.4m (185.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: 52.5 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2372,  Location: 07-LA-010-34.46-WCOV (Lat: 34.071944,  Lng: -117.942861),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 215,000 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 286,467 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W COVINA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.460,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.0m (193.6ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 62.0m (203.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2374K,  Location: 07-LA-010-38.40-WCOV (Lat: 34.072489,  Lng: -117.873800),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 11,800 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,826 (year 2040),  Design Load: HS 20,  Features Intersected: N GARVEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.400,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.2m (115.5ft),  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: 46.0 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: 32.4 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2375K,  Location: 07-LA-010-38.41-WCOV (Lat: 34.072739,  Lng: -117.873558),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,800 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,276 (year 2042),  Design Load: HS 20,  Features Intersected: N GARVEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.410,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  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: 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 304,  Location: 07-LA-005-3.44-NRW (Lat: 33.902167,  Lng: -118.061000),  Route carried "on" structure: Interstate 5,  Year Built: 2016,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 175,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 245,000 (year 2041),  Design Load: HL 93,  Features Intersected: ROSECRANS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.440,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 61.0m (200.1ft),  Out-to-Out Width: 62.5m (205.1ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 3047S,  Location: 07-LA-010-34.29-WCOV (Lat: 34.071556,  Lng: -117.945972),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2017,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: HL 93,  Features Intersected: CAMERON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.290,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 53 3049S,  Location: 07-LA-010-35.40-WCOV (Lat: 34.072028,  Lng: -117.927000),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2017,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,467 (year 2040),  Design Load: HL 93,  Features Intersected: VINCENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.400,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 53C0033,  Location: AT VALINDA AVE (Lat: 34.066950,  Lng: -117.925469),  Route carried "on" structure: City street Q911,  Year Built: 1961,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 9,348 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,751 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: GLENDORA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0128,  Location: 0.1MI E/O CITRUS ST (Lat: 34.071283,  Lng: -117.888214),  Route carried "on" structure: City street Q940,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 16,848 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,218 (year 2042),  Design Load: HS 20,  Features Intersected: CHARTER OAK WASH,  Facility Carried by Structure: GARVEY AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0191,  Location: 100FT S/O I-10 FWY (Lat: 34.070747,  Lng: -117.881175),  Route carried "on" structure: City street L380,  Year Built: 1975,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 15,526 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,631 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: BARRANCA ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  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: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0449,  Location: 0.2MI N/O CAMERON AVE (Lat: 34.065419,  Lng: -117.907658),  Route carried "on" structure: City street L379,  Year Built: 1967,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 42,405 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,886 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: AZUSA AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0494,  Location: 0.3MI S/O I-10 FWY (Lat: 34.067375,  Lng: -117.926889),  Route carried "on" structure: City street L378,  Year Built: 1960,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30,995 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,194 (year 2042),  Design Load: H 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: VINCENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0496,  Location: 200FT S/O W COVINA PKWY (Lat: 34.068081,  Lng: -117.938794),  Route carried "on" structure: City street L374,  Year Built: 1962,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 31,764 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,116 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: SUNSET AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C051,  Location: 0.3MI S/O I-10 FWY (Lat: 34.117756,  Lng: -117.872514),  Route carried "on" structure: City street L381,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25,736 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,932 (year 2040),  Design Load: HS 20,  Features Intersected: BIG DALTON WASH,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0513,  Location: 0.5MI S/O I-10 FWY (Lat: 34.068978,  Lng: -117.890014),  Route carried "on" structure: City street L532,  Year Built: 1962,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 14,238 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,374 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: CITRUS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C069,  Location: 0.5MI N/O TELEGRAPH RD (Lat: 33.946428,  Lng: -118.046369),  Route carried "on" structure: County highway L095,  Year Built: 1960,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 26,049 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,259 (year 2040),  Features Intersected: SORENSON DRN,  Facility Carried by Structure: CARMENITA RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Excellent,  Culverts: Very 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 53C0698,  Location: 100FT S/O W COVINA PKWY (Lat: 34.068206,  Lng: -117.930292),  Route carried "on" structure: City street Q947,  Year Built: 1961,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 7,440 (year 2014),  Average Future Daily Traffic: 8,556 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: CALIFORNIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0699,  Location: 300FT N/O SUNSET AVE (Lat: 34.067664,  Lng: -117.940889),  Route carried "on" structure: City street Q952,  Year Built: 1962,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 15,158 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,190 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: CAMERON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C07,  Location: 0.3MI S/O I-10 FWY (Lat: 34.067592,  Lng: -117.898850),  Route carried "on" structure: City street Q923,  Year Built: 1960,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 18,822 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,586 (year 2040),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: HOLLENBECK ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0702,  Location: 0.3MI W/O GRAND AVE (Lat: 34.071028,  Lng: -117.876383),  Route carried "on" structure: City street Q940,  Year Built: 1962,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 4,119 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,531 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: HOLT AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0731,  Location: 60FT W/O ORANGE AVE (Lat: 34.065022,  Lng: -117.950972),  Route carried "on" structure: City street L686,  Year Built: 1961,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 11,726 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,485 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: MERCED AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.9 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0732,  Location: 50FT N/O MERCED AVE (Lat: 34.065158,  Lng: -117.950369),  Route carried "on" structure: City street Q909,  Year Built: 1961,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 25,633 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,759 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: ORANGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0733,  Location: 0.4MI N/O FRANCISQUITO AV (Lat: 34.064944,  Lng: -117.959058),  Route carried "on" structure: City street Q946,  Year Built: 1961,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,510 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,337 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: WILLOW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0936,  Location: 0.2MI W/O GRAND AVE (Lat: 34.072103,  Lng: -117.875525),  Route carried "on" structure: City street Q939,  Year Built: 1975,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 12,120 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,938 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: GARVEY AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1456,  Location: 50FT S/O W COVINA PKWY (Lat: 34.068275,  Lng: -117.937086),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,616 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,778 (year 2042),  Design Load: HS 20,  Features Intersected: WALNUT CRK,  Facility Carried by Structure: SERVICE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0667,  Location: 07-LA-010-34.28-WCOV (Lat: 34.071639,  Lng: -117.946000),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: CAMERON AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0668,  Location: 07-LA-010-34.85-WCOV (Lat: 34.072222,  Lng: -117.936392),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: SUNSET AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 53 0669,  Location: 07-LA-010-36.48-WCOV (Lat: 34.071925,  Lng: -117.907900),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,040 (year 2012),  Truck Traffic: 5%,  Features Intersected: AZUSA AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 067,  Location: 07-LA-010-37.48-WCOV (Lat: 34.071692,  Lng: -117.890481),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: CITRUS STREET,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 0671,  Location: 07-LA-010-38.97-WCOV (Lat: 34.070325,  Lng: -117.865261),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: HOLT AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 53 1043,  Location: 07-LA-010-35.40-WCOV (Lat: 34.072111,  Lng: -117.926917),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: VINCENT AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 53 1303,  Location: 07-LA-010-38.01-WCOV (Lat: 34.072211,  Lng: -117.881442),  Route carried "under" structure: Interstate 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 223,000 (year 2012),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 10, RAMPS,  Facility Carried by Structure: BARRANCA ST
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 38.010,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.3m (145.3ft)

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Structure Number: 53 1528,  Location: 07-LA-010-38.51-WCOV (Lat: 34.071536,  Lng: -117.872497),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 2%,  Features Intersected: GRAND AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 227,  Location: 07-LA-010-35.97-WCOV (Lat: 34.072028,  Lng: -117.916817),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: LARK ELLEN AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)