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

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Structure Number: 53C2092,  Location: 0.5MI E/O I-14 FWY (Lat: 34.733211,  Lng: -118.162639),  Route carried "on" structure: City street 7W49,  Year Built: 2000,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 1,919 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,111 (year 2040),  Features Intersected: AMARGOSA CRK,  Facility Carried by Structure: AVE G
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 53C21,  Location: 0.7 M S/O FWY 10 (Lat: 34.017164,  Lng: -118.229894),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 21.67m (71.10ft),  Average Daily Traffic: 31,907 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,706 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 23 ST, WASHINGTON, BNSF,  Facility Carried by Structure: SANTA FE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2102,  Location: 1.0 M W/0 FWY 710 (Lat: 33.782067,  Lng: -118.226975),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 43.65m (143.21ft),  Average Daily Traffic: 33,238 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,726 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ANAHEIM WAY & UP RR,  Facility Carried by Structure: ANAHEIM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 52.3m (171.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C2104,  Location: 0.3 MI E OSBORNE ST (Lat: 34.274461,  Lng: -118.373406),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 8,150 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,987 (year 2042),  Features Intersected: LITTLE TUJUNGA WASH,  Facility Carried by Structure: FOOTHILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C2106,  Location: 0.3 MI S/O ANAHEIM ST (Lat: 33.776939,  Lng: -118.240892),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 8,333 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,674 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: DOMINGUEZ CHANNEL,  Facility Carried by Structure: HENRY FORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2109,  Location: 150 FT W/O OLIVE STREET (Lat: 34.053339,  Lng: -118.249761),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 4,569 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,101 (year 2040),  Features Intersected: GEN.T.KOSCIUS.WY GARAGE,  Facility Carried by Structure: GEN. T. KOSCIUSKO
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C2114,  Location: 0.55MI E/O RESEDA BLVD (Lat: 34.278494,  Lng: -118.527469),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 20,707 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,820 (year 2038),  Features Intersected: ALISO CREEK,  Facility Carried by Structure: RINALDI ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft)

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

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Structure Number: 53C214,  Location: 25FT E/O ALAMEDA ST (Lat: 33.916064,  Lng: -118.223397),  Route carried "on" structure: City street 7Q815,  Year Built: 2000,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 11,268 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 12,958 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ACTA,  Facility Carried by Structure: EL SEGUNDO BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 7.2m (23.6ft),  Right: 7.1m (23.3ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2156,  Location: AT PASADENA AVE (Lat: 34.090792,  Lng: -118.211383),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 21,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,172 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: METRO BLUE LINE,  Facility Carried by Structure: FIGUEROA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 53.2m (174.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 53C2196,  Location: 0.5 MI N OF PASADENA AVE (Lat: 34.079467,  Lng: -118.225622),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,336 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ARROYO SECO CHANNEL,  Facility Carried by Structure: AVE 19 W RDWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.7m (133.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C225,  Location: 0.3MI N/O PUDDINGSTONE DR (Lat: 34.096233,  Lng: -117.776644),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,818 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: HS 20,  Features Intersected: LIVE OAK WASH,  Facility Carried by Structure: YEAGER ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C2251,  Location: 200FT FROM CRANE BLVD (Lat: 34.105539,  Lng: -118.209394),  Route carried "on" structure: Spur City street ,  Year Built: 1926,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 50 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 79 (year 2039),  Features Intersected: DIMMICK DR.,  Facility Carried by Structure: DIMMICK DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: 53C2258,  Location: NEAR EASTERN AVE (Lat: 34.066586,  Lng: -118.178625),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 1,378 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,929 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: VALLEY BLVD
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: 14 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 53C229,  Location: 145FT W/O ARROYO PKWY (Lat: 34.146728,  Lng: -118.148300),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 6,868 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,898 (year 2040),  Features Intersected: METRO,  Facility Carried by Structure: UNION ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2293,  Location: 0.1 MI N/O VENTURA BLVD. (Lat: 34.142092,  Lng: -118.387594),  Route carried "on" structure: Alternate City street ,  Year Built: 2008,  Status: Open,  Structure Length: 15.40m (50.52ft),  Average Daily Traffic: 15,300 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,511 (year 2040),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIVER,  Facility Carried by Structure: COLFAX AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 73.0m (239.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C2324,  Location: 0.14 MI SE OF OSBORNE ST (Lat: 34.271939,  Lng: -118.392264),  Route carried "on" structure: Spur City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 306 (year 2038),  Design Load: HS 15,  Features Intersected: LOPEZ CANYON CHANNEL,  Facility Carried by Structure: STONEHURST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C2355,  Location: 0.3M W/O W. AVE 26 (Lat: 34.081256,  Lng: -118.226294),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 33.92m (111.29ft),  Average Daily Traffic: 1,200 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,576 (year 2041),  Design Load: HL 93,  Features Intersected: LOS ANGELES RV (RR),  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 85.8m (281.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.6m (18.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53C2358M,  Location: BTWN COMEY & DAUPHIN (Lat: 34.035583,  Lng: -118.377058),  Route carried "on" structure: State highway 187,  Year Built: 1927,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 42,250 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,329 (year 2044),  Features Intersected: EAST COMEY AVE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 51.5m (169.0ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53 0042L,  Location: 07-LA-110-25.43L-LA (Lat: 34.079267,  Lng: -118.227378),  Route carried "under" structure: City street ,  Year Built: 1944,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: LA RIV,SCRRA,UPRR,AMTRAK,  Facility Carried by Structure: STATE ROUTE 110 WB
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

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Structure Number: 53 0042L,  Location: 07-LA-110-25.43L-LA (Lat: 34.079267,  Lng: -118.227378),  Route carried "under" structure: City street ,  Year Built: 1944,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2013),  Truck Traffic: 1%,  Features Intersected: LA RIV,SCRRA,UPRR,AMTRAK,  Facility Carried by Structure: STATE ROUTE 110 WB
Minimum Vertical Clearance: 13.26m (43.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

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Structure Number: 53 0042L,  Location: 07-LA-110-25.43L-LA (Lat: 34.079267,  Lng: -118.227378),  Route carried "under" structure: Ramp State highway 110,  Year Built: 1944,  Structure Length: 0. m,  Average Daily Traffic: 87,350 (year 2013),  Truck Traffic: 1%,  Features Intersected: LA RIV,SCRRA,UPRR,AMTRAK
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 25.480,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

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Structure Number: 53 0042R,  Location: 07-LA-110-25.48R-LA (Lat: 34.079222,  Lng: -118.227128),  Route carried "under" structure: City street ,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 1%,  Features Intersected: LA RIV,SCRRA,UPRR,AMTRAK,  Facility Carried by Structure: STATE ROUTE 110 NB
Minimum Vertical Clearance: 9.57m (31.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 53 0042R,  Location: 07-LA-110-25.48R-LA (Lat: 34.079222,  Lng: -118.227128),  Route carried "under" structure: City street ,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: LA RIV,SCRRA,UPRR,AMTRAK,  Facility Carried by Structure: STATE ROUTE 110 NB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 53 0068,  Location: 07-LA-001-39.62-LA (Lat: 34.039878,  Lng: -118.560403),  Route carried "under" structure: State highway 1,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 1,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 39.620,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 53 0069R,  Location: 07-LA-060-R0.94-LA (Lat: 34.027958,  Lng: -118.209333),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: EUCLID AVE,  Facility Carried by Structure: STATE ROUTE 60 EB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 53 0070L,  Location: 07-LA-060-R0.97-LA (Lat: 34.028714,  Lng: -118.208700),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 108,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 60 WB,W60-N101,W6-N5,  Facility Carried by Structure: EUCLID AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.970,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 53 0075L,  Location: 07-LA-060-R1.27-LA (Lat: 34.028814,  Lng: -118.203897),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: WHITTIER BLVD,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 53 0075R,  Location: 07-LA-060-R1.26-LA (Lat: 34.028622,  Lng: -118.203472),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: WHITTIER BLVD,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 53 0075S,  Location: 07-LA-060-R1.25-LA (Lat: 34.028511,  Lng: -118.203211),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2015),  Truck Traffic: 2%,  Features Intersected: WHITTIER BLVD,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.8m (143.7ft)

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Structure Number: 53 0081,  Location: 07-LA-060-R1.48-LA (Lat: 34.029711,  Lng: -118.199914),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 223,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: ROUTE 60,  Facility Carried by Structure: LORENA ST OC
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.480,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 53 0089,  Location: 07-LA-001-30.47-LA (Lat: 33.975781,  Lng: -118.433125),  Route carried "under" structure: State highway 1,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: ROUTE 1,  Facility Carried by Structure: CULVER BLVD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 30.470,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 53 009,  Location: 07-LA-101-1.10-LA (Lat: 34.057169,  Lng: -118.242081),  Route carried "under" structure: Ramp US 101,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2011),  Truck Traffic: 5%,  Features Intersected: BROADWAY-N101 ON-RAMP,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.100,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 53 0096,  Location: 07-LA-060-R1.76-LA (Lat: 34.030931,  Lng: -118.195411),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.760,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 53 0098,  Location: 07-LA-101-10.34-LA (Lat: 34.137833,  Lng: -118.362647),  Route carried "under" structure: City street L425,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: LANKERSHIM BLVD,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 53 0101,  Location: 07-LA-060-R1.94-LA (Lat: 34.031564,  Lng: -118.192506),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: ROUTE 60,  Facility Carried by Structure: INDIANA ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.940,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 53 0102K,  Location: 07-LA-101-1.40-LA (Lat: 34.059747,  Lng: -118.247031),  Route carried "under" structure: Ramp Interstate 110,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: N&S110-S101 CONNECTOR RP,  Facility Carried by Structure: S101-TEMPLE ST OFF
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 23.650,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 53 0103S,  Location: 07-LA-101-1.42-LA (Lat: 34.060317,  Lng: -118.246106),  Route carried "under" structure: Ramp US 101,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: N101-N&S110 CONNECTR RMP
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.420,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 53 0121,  Location: 07-LA-110-29.50-LA (Lat: 34.113139,  Lng: -118.178103),  Route carried "under" structure: State highway 110,  Year Built: 1912,  Structure Length: 0. m,  Average Daily Traffic: 130,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: SR 110, ARROYO SECO, ETC,  Facility Carried by Structure: YORK BLVD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 29.500,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 0123,  Location: 07-LA-010-20.85-LA (Lat: 34.060156,  Lng: -118.173081),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 249,000 (year 2005),  Truck Traffic: 6%,  Features Intersected: I 10,CONN,BUS,METRO,RMPS,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 20.850,  Lanes on structure: 7,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 0123,  Location: 07-LA-010-20.85-LA (Lat: 34.060156,  Lng: -118.173081),  Route carried "under" structure: Ramp US 710,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2005),  Truck Traffic: 5%,  Features Intersected: I 10,CONN,BUS,METRO,RMPS,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 26.570,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 0123,  Location: 07-LA-010-20.85-LA (Lat: 34.060156,  Lng: -118.173081),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2005),  Truck Traffic: 1%,  Features Intersected: I 10,CONN,BUS,METRO,RMPS,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 20.870,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 0123,  Location: 07-LA-010-20.85-LA (Lat: 34.060156,  Lng: -118.173081),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I 10,CONN,BUS,METRO,RMPS,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 20.870,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 0123,  Location: 07-LA-010-20.85-LA (Lat: 34.060156,  Lng: -118.173081),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I 10,CONN,BUS,METRO,RMPS,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 20.860,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 53 013,  Location: 07-LA-010-18.52-LA (Lat: 34.055408,  Lng: -118.211656),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 55,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: W10-S5&101 CONNECTOR,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 18.520,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 53 0133,  Location: 07-LA-010-19.07-LA (Lat: 34.055222,  Lng: -118.204522),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 38,950 (year 2005),  Truck Traffic: 5%,  Features Intersected: I10,CONN,RMP,BUSWY,METRO,  Facility Carried by Structure: SOTO-MARENGO ST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 19.100,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 53 0133,  Location: 07-LA-010-19.07-LA (Lat: 34.055222,  Lng: -118.204522),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2011),  Truck Traffic: 2%,  Features Intersected: I10,CONN,RMP,BUSWY,METRO,  Facility Carried by Structure: SOTO-MARENGO ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.100,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 53 0133,  Location: 07-LA-010-19.07-LA (Lat: 34.055222,  Lng: -118.204522),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: I10,CONN,RMP,BUSWY,METRO,  Facility Carried by Structure: SOTO-MARENGO ST
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 19.100,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 53 0133,  Location: 07-LA-010-19.07-LA (Lat: 34.055222,  Lng: -118.204522),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: I10,CONN,RMP,BUSWY,METRO,  Facility Carried by Structure: SOTO-MARENGO ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.070,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 53 024,  Location: 07-LA-110-23.61-LA (Lat: 34.061353,  Lng: -118.250072),  Route carried "under" structure: City street ,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: TEMPLE STREET,  Facility Carried by Structure: STATE ROUTE 110
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 0240G,  Location: 07-LA-110-23.61-LA (Lat: 34.061119,  Lng: -118.249917),  Route carried "under" structure: City street ,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2012),  Features Intersected: TEMPLE STREET,  Facility Carried by Structure: N110 TO S101 &N101
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 53 0246,  Location: 07-LA-110-23.83-LA (Lat: 34.064053,  Lng: -118.248189),  Route carried "under" structure: State highway 110,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 156,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 110 & RAMPS,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 23.830,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 0246,  Location: 07-LA-110-23.83-LA (Lat: 34.064053,  Lng: -118.248189),  Route carried "under" structure: Ramp State highway 110,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2012),  Features Intersected: STATE ROUTE 110 & RAMPS,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 23.830,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 0246,  Location: 07-LA-110-23.83-LA (Lat: 34.064053,  Lng: -118.248189),  Route carried "under" structure: Ramp State highway 110,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2012),  Features Intersected: STATE ROUTE 110 & RAMPS,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 23.830,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 0246,  Location: 07-LA-110-23.83-LA (Lat: 34.064053,  Lng: -118.248189),  Route carried "under" structure: Ramp State highway 110,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2012),  Features Intersected: STATE ROUTE 110 & RAMPS,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 23.830,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 0246,  Location: 07-LA-110-23.83-LA (Lat: 34.064053,  Lng: -118.248189),  Route carried "under" structure: Ramp State highway 110,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2012),  Features Intersected: STATE ROUTE 110 & RAMPS,  Facility Carried by Structure: SUNSET BLVD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 23.830,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 0255,  Location: 07-LA-002-15.52-LA (Lat: 34.107978,  Lng: -118.249467),  Route carried "under" structure: Ramp State highway 2,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2011),  Truck Traffic: 2%,  Features Intersected: LOS ANGELES RIVER
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 15.520,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 53 0301,  Location: 07-LA-101-8.75-LA (Lat: 34.122978,  Lng: -118.342183),  Route carried "under" structure: US 101,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 154,000 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 101 & RPS,  Facility Carried by Structure: MULHOLLAND OC
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 8.750,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0301,  Location: 07-LA-101-8.75-LA (Lat: 34.122978,  Lng: -118.342183),  Route carried "under" structure: Ramp State highway 101,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2011),  Truck Traffic: 2%,  Features Intersected: US 101 & RPS,  Facility Carried by Structure: MULHOLLAND OC
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0301,  Location: 07-LA-101-8.75-LA (Lat: 34.122978,  Lng: -118.342183),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: US 101 & RPS,  Facility Carried by Structure: MULHOLLAND OC
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 53 0317L,  Location: 07-LA-101-4.58-LA (Lat: 34.081203,  Lng: -118.295186),  Route carried "under" structure: City street L296,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 1,540 (year 2011),  Truck Traffic: 1%,  Features Intersected: CLINTON STREET,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 53 0344,  Location: 07-LA-110-27.64-LA (Lat: 34.099919,  Lng: -118.202422),  Route carried "under" structure: State highway 110,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 104,800 (year 2011),  Truck Traffic: 1%,  Features Intersected: ST RTE 110 & ARROYO SECO,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 27.640,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 53 0372,  Location: 07-LA-110-25.91-LA (Lat: 34.083372,  Lng: -118.221936),  Route carried "under" structure: State highway 110,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: ST RTE 110 & ARROYO SECO,  Facility Carried by Structure: AVENUE 26
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 25.910,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 53 0382,  Location: 07-LA-110-24.16-LA (Lat: 34.065775,  Lng: -118.242650),  Route carried "under" structure: State highway 110,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 156,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 110,  Facility Carried by Structure: COLLEGE STREET
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 24.160,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 53 0392,  Location: 07-LA-010-S0.10-LA (Lat: 34.053150,  Lng: -118.222747),  Route carried "under" structure: Spur Interstate 10,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: RTE 10, CONN, BUSWAY,  Facility Carried by Structure: CESAR CHAVEZ AV
Minimum Vertical Clearance: 7.31m (23.98ft),  Kilometerpoint: 0.100,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0392,  Location: 07-LA-010-S0.10-LA (Lat: 34.053150,  Lng: -118.222747),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: RTE 10, CONN, BUSWAY,  Facility Carried by Structure: CESAR CHAVEZ AV
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.100,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0392,  Location: 07-LA-010-S0.10-LA (Lat: 34.053150,  Lng: -118.222747),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: RTE 10, CONN, BUSWAY,  Facility Carried by Structure: CESAR CHAVEZ AV
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 0.100,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0392,  Location: 07-LA-010-S0.10-LA (Lat: 34.053150,  Lng: -118.222747),  Route carried "under" structure: Interstate 10,  Year Built: 1906,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: RTE 10, CONN, BUSWAY,  Facility Carried by Structure: CESAR CHAVEZ AV
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.100,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.7m (67.9ft)