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

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Structure Number: 55 0085,  Location: 12-ORA-022-R2.37-WTM (Lat: 33.774214,  Lng: -118.008111),  Route carried "on" structure: State highway 22,  Year Built: 1958,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 125,000 (year 2038),  Design Load: HS 20,  Features Intersected: ANAHEIM-BARBER CITY CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.370,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 55 0269,  Location: 12-ORA-405-17.21-WTM (Lat: 33.739328,  Lng: -117.998061),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 343,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.210,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 47.2m (154.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0272,  Location: 12-ORA-405-18.36-WTM (Lat: 33.750850,  Lng: -118.011867),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 343,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NAVY RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.360,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 47.1m (154.5ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0275,  Location: 12-ORA-405-19.38-WTM (Lat: 33.760631,  Lng: -118.024542),  Route carried "on" structure: City street M060,  Year Built: 1965,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,694 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

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

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Structure Number: 55 0276,  Location: 12-ORA-405-20.56-WTM (Lat: 33.772958,  Lng: -118.039453),  Route carried "on" structure: City street L097,  Year Built: 1965,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,694 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 25.3m (83.0ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0282,  Location: 12-ORA-039-7.14-WTM (Lat: 33.752175,  Lng: -117.989356),  Route carried "on" structure: State highway 39,  Year Built: 1954,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 69,829 (year 2044),  Features Intersected: WESTMINSTER STORM DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.140,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to 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 2022

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Structure Number: 55 033,  Location: 12-ORA-005-9.51-SJCP (Lat: 33.500878,  Lng: -117.658156),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 237,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 298,413 (year 2043),  Features Intersected: EL HORNO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.510,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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: April 2021

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Structure Number: 55 0338,  Location: 12-ORA-022-R3.20-WTM (Lat: 33.771275,  Lng: -117.999053),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 200,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 273,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UP RR & HOOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.200,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.9m (170.3ft)

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: Equal to present minimum 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

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Structure Number: 55 0368,  Location: 12-ORA-022-R3.57-WTM (Lat: 33.770867,  Lng: -117.992650),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 185,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 193,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 39 (BEACH BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.570,  Lanes on structure: 10,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 58.5m (191.9ft),  Out-to-Out Width: 61.0m (200.1ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0398,  Location: 12-ORA-022-R1.93-WTM (Lat: 33.774572,  Lng: -118.020306),  Route carried "on" structure: City street M060,  Year Built: 1966,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,640 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than 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: 55 0461,  Location: 12-ORA-405-19.45-WTM (Lat: 33.762169,  Lng: -118.025425),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 343,000 (year 2038),  Features Intersected: ANAHEIM-BARBER CITY CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.450,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.4m (198.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 60.4m (198.2ft),  Out-to-Out Width: 61.4m (201.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to 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: September 2021

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Structure Number: 55 0462,  Location: 12-ORA-405-17.80-WTM (Lat: 33.745906,  Lng: -118.005972),  Route carried "on" structure: Interstate 405,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 343,000 (year 2038),  Features Intersected: WESTMINSTER CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.800,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.1m (151.2ft)

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,  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: September 2021

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Structure Number: 55C0093,  Location: AT MCFADDEN AVENUE (Lat: 33.737814,  Lng: -117.954394),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 38,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,099 (year 2039),  Features Intersected: E GARDEN GROVE WBURG CH,  Facility Carried by Structure: BROOKHURST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.5m (96.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0108,  Location: 100' W BOLSA CHICA RD (Lat: 33.759314,  Lng: -118.043194),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 22,250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,421 (year 2039),  Design Load: HS 20,  Features Intersected: BOLSA CHICA CHANNEL,  Facility Carried by Structure: WESTMINSTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55C0135,  Location: 0.1 MI S ROUTE 1-405 (Lat: 33.745133,  Lng: -118.006786),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 39,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,794 (year 2039),  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: GOLDEN WEST ST
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: 30.9m (101.4ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 40.7m (133.5ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 55C0157,  Location: 0.6 MI S/O WESTMINISTER (Lat: 33.750500,  Lng: -118.041697),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 45,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,860 (year 2039),  Features Intersected: ANAHEIM BARBER CITY CH,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 34.2m (112.2ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0162,  Location: AT RANCH RD (Lat: 33.758883,  Lng: -118.030272),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 27,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,039 (year 2039),  Features Intersected: ANAHEIM-BARBER CITY CHAN,  Facility Carried by Structure: WESTMINISTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.2m (102.4ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 55C0402,  Location: 0.2 MI N TRASK AVE (Lat: 33.768675,  Lng: -118.015772),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 9,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,618 (year 2037),  Features Intersected: ANAHEIM-BARBER CITY CHA,  Facility Carried by Structure: EDWARDS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.3m (79.7ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0424,  Location: 0.25 MI N EDINGER AVE (Lat: 33.734025,  Lng: -117.963286),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 17,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,601 (year 2039),  Features Intersected: E GRDN GRVE WNTERBG CHAN,  Facility Carried by Structure: BUSHARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0426,  Location: 0.10 MI N MCFADDEN AVE (Lat: 33.739081,  Lng: -117.945972),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,493 (year 2039),  Features Intersected: E GRDN GRVE WINTRBG CHAN,  Facility Carried by Structure: WARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0427,  Location: AT EDINGER AVE (Lat: 33.730461,  Lng: -117.971647),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 33,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,089 (year 2039),  Features Intersected: E GRDN GRVE WINTRBG CHAN,  Facility Carried by Structure: MAGNOLIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0457,  Location: 100' N BOLSA AVE (Lat: 33.744628,  Lng: -118.015592),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 17,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,048 (year 2039),  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: EDWARDS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0545,  Location: 0.3 MI S WESTMINSTER AVE (Lat: 33.755589,  Lng: -117.980922),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 18,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,803 (year 2037),  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: NEWLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 24.7m (81.0ft)

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: 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: April 2019

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Structure Number: 55C0546,  Location: 200' S HAZARD AVE (Lat: 33.751561,  Lng: -117.998111),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2039),  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: HOOVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.0m (49.2ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0547,  Location: 0.3 MI NORTH BOLSA AVE (Lat: 33.748219,  Lng: -118.002531),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,137 (year 2039),  Features Intersected: WESTMINSTER CHANNEL,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0648,  Location: 0.2 MI N/O DREY ROAD (Lat: 33.725847,  Lng: -117.982331),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: E GRDN GRVE WNTRSBG CHAN,  Facility Carried by Structure: WOODRUFF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  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: 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 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0649,  Location: 0.1 M S/O EDINGER (Lat: 33.728703,  Lng: -117.975642),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: E GRDN GRVE WNTRSBG CHAN,  Facility Carried by Structure: QUARTZ STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.744489,  Lng: -118.005319),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2013),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 17.750,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.744489,  Lng: -118.005319),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 17.750,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 027,  Location: 12-ORA-405-17.75-WTM (Lat: 33.744489,  Lng: -118.005319),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 2013),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA AVE
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 17.750,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 55 0275,  Location: 12-ORA-405-19.38-WTM (Lat: 33.760631,  Lng: -118.024542),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 19.380,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 55 0275,  Location: 12-ORA-405-19.38-WTM (Lat: 33.760631,  Lng: -118.024542),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 19.380,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 55 0276,  Location: 12-ORA-405-20.56-WTM (Lat: 33.772958,  Lng: -118.039453),  Route carried "under" structure: Ramp Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2013),  Truck Traffic: 3%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 20.560,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 55 0276,  Location: 12-ORA-405-20.56-WTM (Lat: 33.772958,  Lng: -118.039453),  Route carried "under" structure: Interstate 405,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 256,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: ROUTE 405,  Facility Carried by Structure: BOLSA CHICA RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 20.560,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 55 0338,  Location: 12-ORA-022-R3.20-WTM (Lat: 33.771275,  Lng: -117.999053),  Route carried "under" structure: City street M069,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: UP RR & HOOVER STREET,  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 55 0368,  Location: 12-ORA-022-R3.57-WTM (Lat: 33.770867,  Lng: -117.992650),  Route carried "under" structure: State highway 39,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 39 (BEACH BLVD),  Facility Carried by Structure: STATE ROUTE 22
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 8.480,  Lanes on structure: 10,  Lanes under structure: 10,  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: 55 0398,  Location: 12-ORA-022-R1.93-WTM (Lat: 33.774572,  Lng: -118.020306),  Route carried "under" structure: State highway 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 235,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.930,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 55 0398,  Location: 12-ORA-022-R1.93-WTM (Lat: 33.774572,  Lng: -118.020306),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 22,  Facility Carried by Structure: SPRINGDALE ST
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)