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

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Structure Number: 53 064,  Location: 07-LA-005-8.29-DNY (Lat: 33.957900,  Lng: -118.111419),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 230,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 287,022 (year 2037),  Design Load: HS 20,  Features Intersected: LAKEWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.290,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 48.3m (158.5ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0647L,  Location: 07-LA-010-22.31-ALH (Lat: 34.068414,  Lng: -118.151236),  Route carried "on" structure: Interstate 10,  Year Built: 1952,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,213 (year 2040),  Design Load: HS 20,  Features Intersected: FREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.310,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0647R,  Location: 07-LA-010-22.31-ALH (Lat: 34.068164,  Lng: -118.150964),  Route carried "on" structure: Interstate 10,  Year Built: 1952,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,213 (year 2040),  Design Load: HS 20,  Features Intersected: FREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.310,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0648K,  Location: 07-LA-010-23.33-ALH (Lat: 34.071778,  Lng: -118.134558),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 10,800 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,789 (year 2040),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.330,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

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: 31.1 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0648L,  Location: 07-LA-010-23.33-ALH (Lat: 34.071528,  Lng: -118.134578),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,213 (year 2040),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.330,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0648R,  Location: 07-LA-010-23.33-ALH (Lat: 34.071253,  Lng: -118.134558),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,213 (year 2040),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.330,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0648S,  Location: 07-LA-010-23.33-ALH (Lat: 34.071139,  Lng: -118.134564),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 12,600 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,195 (year 2040),  Design Load: HS 20,  Features Intersected: ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.330,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

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: 31.1 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0649K,  Location: 07-LA-010-23.99-ALH (Lat: 34.071919,  Lng: -118.123047),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,941 (year 2038),  Design Load: HS 20,  Features Intersected: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.990,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0649L,  Location: 07-LA-010-23.99-ALH (Lat: 34.071675,  Lng: -118.123078),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 107,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 130,146 (year 2038),  Design Load: HS 20,  Features Intersected: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.990,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0649R,  Location: 07-LA-010-23.99-ALH (Lat: 34.071403,  Lng: -118.123058),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 107,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 130,146 (year 2038),  Design Load: HS 20,  Features Intersected: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.990,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0649S,  Location: 07-LA-010-23.99-ALH (Lat: 34.071283,  Lng: -118.123058),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1953,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 11,900 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,651 (year 2038),  Design Load: HS 20,  Features Intersected: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.990,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0651L,  Location: 07-LA-010-24.83-ALH (Lat: 34.071928,  Lng: -118.108333),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 107,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 132,771 (year 2041),  Design Load: HS 20,  Features Intersected: NEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.830,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 35.9m (117.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0651R,  Location: 07-LA-010-24.83-ALH (Lat: 34.071586,  Lng: -118.108331),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 107,500 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 132,771 (year 2041),  Design Load: HS 20,  Features Intersected: NEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.830,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0801,  Location: 07-LA-101-7.38-LA (Lat: 34.107556,  Lng: -118.329500),  Route carried "on" structure: US 101,  Year Built: 1952,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 154,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 208,225 (year 2042),  Design Load: HS 20,  Features Intersected: HOLLY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.380,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 78.6m (257.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 76.0m (249.3ft),  Out-to-Out Width: 92.9m (304.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 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 48 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53 0809L,  Location: 07-LA-010-23.65-ALH (Lat: 34.071597,  Lng: -118.128931),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,213 (year 2040),  Design Load: HS 20,  Features Intersected: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.650,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: 53 0809R,  Location: 07-LA-010-23.65-ALH (Lat: 34.071311,  Lng: -118.128933),  Route carried "on" structure: Interstate 10,  Year Built: 1953,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 107,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,213 (year 2040),  Design Load: HS 20,  Features Intersected: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.650,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: 53 2507R,  Location: 07-LA-010S-21.53-ALH (Lat: 34.062461,  Lng: -118.163025),  Route carried "on" structure: Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 9.43m (30.94ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,500 (year 2040),  Design Load: HS 20,  Features Intersected: WB 10 & SB 710 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.530,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 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: 32.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 2541L,  Location: 07-LA-010S-21.55-ALH (Lat: 34.062711,  Lng: -118.162739),  Route carried "on" structure: Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 9.68m (31.76ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,500 (year 2040),  Design Load: HS 20,  Features Intersected: WBD 10 & SB 710 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.550,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 63.5 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: 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C0096,  Location: 0.1 M NE FWY 5 (Lat: 34.107975,  Lng: -118.254050),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 41,100 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 68,260 (year 2038),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: FLETCHER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1664,  Location: 50FT S/O MISSION RD (Lat: 34.081331,  Lng: -118.141833),  Route carried "on" structure: City street QR33,  Year Built: 1979,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 14,009 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,796 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: MARENGO AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1665,  Location: 50FT S/O MISSION RD (Lat: 34.082897,  Lng: -118.138136),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,300 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,444 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: MARGUERITA AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1666,  Location: 50FT S/O MISSION RD (Lat: 34.084492,  Lng: -118.134442),  Route carried "on" structure: City street L062,  Year Built: 1979,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 35,177 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,350 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: ATLANTIC BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1667,  Location: 50FT S/O MISSION RD (Lat: 34.086667,  Lng: -118.129331),  Route carried "on" structure: City street RP18,  Year Built: 1979,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,778 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,757 (year 2041),  Features Intersected: UPRR,  Facility Carried by Structure: SIXTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1668,  Location: 50FT S/O MISSION RD (Lat: 34.087519,  Lng: -118.127303),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,050 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,808 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: FOURTH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1669,  Location: 50FT S/O W MISSION RD (Lat: 34.089394,  Lng: -118.122936),  Route carried "on" structure: City street L064,  Year Built: 1979,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 34,511 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,574 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: GARFIELD AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: 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: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 69.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,114,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1674,  Location: 50FT S/O MISSION RD (Lat: 34.079053,  Lng: -118.151778),  Route carried "on" structure: City street L495,  Year Built: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 51,262 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,138 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: FREMONT AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $696,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1675,  Location: 0.1MI W/O NEW AVE (Lat: 34.086100,  Lng: -118.108992),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 505 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 556 (year 2041),  Features Intersected: ALHAMBRA WASH,  Facility Carried by Structure: ACCESS RD CITY YDS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C1911,  Location: 0.2MI NW/O W HNTNTN DR (Lat: 34.141844,  Lng: -118.038969),  Route carried "on" structure: City street L485,  Year Built: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,888 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,371 (year 2039),  Design Load: HS 20,  Features Intersected: ARCADIA WASH E,  Facility Carried by Structure: COLORADO PL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 53 0645L,  Location: 07-LA-010-21.57-ALH (Lat: 34.062556,  Lng: -118.162892),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: I-10 WB & W10-S710 CONN,  Facility Carried by Structure: SCRRA, BNSF, METRO
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 21.570,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 53 0645L,  Location: 07-LA-010-21.57-ALH (Lat: 34.062556,  Lng: -118.162892),  Route carried "under" structure: Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 149,100 (year 2011),  Truck Traffic: 7%,  Features Intersected: I-10 WB & W10-S710 CONN,  Facility Carried by Structure: SCRRA, BNSF, METRO
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 21.570,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 53 0647L,  Location: 07-LA-010-22.31-ALH (Lat: 34.068414,  Lng: -118.151236),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 22,300 (year 2005),  Truck Traffic: 2%,  Features Intersected: FREMONT AVE,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 0647R,  Location: 07-LA-010-22.31-ALH (Lat: 34.068164,  Lng: -118.150964),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: FREMONT AVE,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 0648K,  Location: 07-LA-010-23.33-ALH (Lat: 34.071778,  Lng: -118.134558),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2005),  Truck Traffic: 2%,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: WB10-SB ATLANTIC
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 0648L,  Location: 07-LA-010-23.33-ALH (Lat: 34.071528,  Lng: -118.134578),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2005),  Truck Traffic: 2%,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0648R,  Location: 07-LA-010-23.33-ALH (Lat: 34.071253,  Lng: -118.134558),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2005),  Truck Traffic: 2%,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0648S,  Location: 07-LA-010-23.33-ALH (Lat: 34.071139,  Lng: -118.134564),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2005),  Truck Traffic: 2%,  Features Intersected: ATLANTIC BLVD,  Facility Carried by Structure: EB10-NB ATLANTIC
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 0649K,  Location: 07-LA-010-23.99-ALH (Lat: 34.071919,  Lng: -118.123047),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2016),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: WB10-SB GARFIELD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 53 0649L,  Location: 07-LA-010-23.99-ALH (Lat: 34.071675,  Lng: -118.123078),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2016),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0649R,  Location: 07-LA-010-23.99-ALH (Lat: 34.071403,  Lng: -118.123058),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2018),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0649S,  Location: 07-LA-010-23.99-ALH (Lat: 34.071283,  Lng: -118.123058),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2016),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: EB10-NB GARFIELD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 065,  Location: 07-LA-010-24.32-ALH (Lat: 34.071347,  Lng: -118.117264),  Route carried "under" structure: Interstate 10,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2011),  Truck Traffic: 6%,  Features Intersected: RTE 10, SCRRA, BNSF, HOV,  Facility Carried by Structure: ALMANSOR AVE
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 24.320,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)

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Structure Number: 53 0651L,  Location: 07-LA-010-24.83-ALH (Lat: 34.071928,  Lng: -118.108333),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: NEW AVE,  Facility Carried by Structure: WB 10
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0651R,  Location: 07-LA-010-24.83-ALH (Lat: 34.071586,  Lng: -118.108331),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2011),  Truck Traffic: 2%,  Features Intersected: NEW AVE,  Facility Carried by Structure: EB 10
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0786,  Location: 07-LA-010-21.86-ALH (Lat: 34.065208,  Lng: -118.158203),  Route carried "under" structure: Interstate 10,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: I 10, HOV, SCRRA, BNSF,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 21.860,  Lanes under structure: 17,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.5m (149.3ft)

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Structure Number: 53 0804,  Location: 07-LA-010-23.12-ALH (Lat: 34.071936,  Lng: -118.138244),  Route carried "under" structure: Interstate 10,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: I 10, SCRRA, BNSF, HOV,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 23.120,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 53 0809L,  Location: 07-LA-010-23.65-ALH (Lat: 34.071597,  Lng: -118.128931),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: SIXTH STREET,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53 0809R,  Location: 07-LA-010-23.65-ALH (Lat: 34.071311,  Lng: -118.128933),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: SIXTH STREET,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 53 2507R,  Location: 07-LA-010S-21.53-ALH (Lat: 34.062461,  Lng: -118.163025),  Route carried "under" structure: Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 149,100 (year 2011),  Truck Traffic: 7%,  Features Intersected: WB 10 & SB 710 CONNECTOR
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 21.530,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 53 2507R,  Location: 07-LA-010S-21.53-ALH (Lat: 34.062461,  Lng: -118.163025),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: WB 10 & SB 710 CONNECTOR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 21.530,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 53 2541L,  Location: 07-LA-010S-21.55-ALH (Lat: 34.062711,  Lng: -118.162739),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 2%,  Features Intersected: WBD 10 & SB 710 CONN
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 21.550,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 53 2541L,  Location: 07-LA-010S-21.55-ALH (Lat: 34.062711,  Lng: -118.162739),  Route carried "under" structure: Interstate 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 119,950 (year 2015),  Truck Traffic: 7%,  Features Intersected: WBD 10 & SB 710 CONN
Minimum Vertical Clearance: 6.42m (21.06ft),  Kilometerpoint: 21.550,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 53C0094,  Location: AT I-10 FWY (Lat: 34.068369,  Lng: -118.151194),  Route carried "under" structure: City street L495,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 26,792 (year 2015),  Truck Traffic: 2%,  Features Intersected: FREMONT AVE UP,  Facility Carried by Structure: METROLINK
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 53C0097,  Location: AT I-10 FWY (Lat: 34.071542,  Lng: -118.128936),  Route carried "under" structure: City street RP18,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 7,478 (year 2015),  Truck Traffic: 2%,  Features Intersected: 6TH ST UP,  Facility Carried by Structure: METROLINK
Minimum Vertical Clearance: 6.57m (21.56ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 53C0098,  Location: AT I-10 FWY (Lat: 34.071614,  Lng: -118.123086),  Route carried "under" structure: City street L064,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 45,273 (year 2015),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE UP,  Facility Carried by Structure: METROLINK
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53C0099,  Location: AT I-10 FWY (Lat: 34.071792,  Lng: -118.108331),  Route carried "under" structure: City street L362,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 33,912 (year 2015),  Truck Traffic: 2%,  Features Intersected: NEW AVE UP,  Facility Carried by Structure: METROLINK
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.1m (36.4ft)

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Structure Number: 53C0318,  Location: AT I-10 FWY (Lat: 34.071469,  Lng: -118.134586),  Route carried "under" structure: City street L062,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 43,993 (year 2015),  Truck Traffic: 3%,  Features Intersected: ATLANTIC BLVD UP,  Facility Carried by Structure: METROLINK
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 53C1916,  Location: 0.1MI N/O MISSION RD (Lat: 34.080903,  Lng: -118.152072),  Route carried "under" structure: City street L495,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 42,771 (year 2015),  Truck Traffic: 5%,  Features Intersected: FREMONT AVE,  Facility Carried by Structure: C F BRAUN POC
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.2m (76.1ft)