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

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Structure Number: 55C0319,  Location: 0.1 MI. E/O KRAEMER BLVD. (Lat: 33.851256,  Lng: -117.856161),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 27,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,764 (year 2039),  Design Load: HS 20,  Features Intersected: CARBON CYN DIVERSION CHA,  Facility Carried by Structure: LA PALMA AVENUE
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: 28.8m (94.5ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0342L,  Location: 0.2 MI E JAMBOREE RD (Lat: 33.691642,  Lng: -117.823208),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 10,700 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,400 (year 2040),  Design Load: HS 20,  Features Intersected: PETERS CANYON CHANNEL,  Facility Carried by Structure: BARANCA PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0347,  Location: 0.1 MI. S/O LINCOLN AVE. (Lat: 33.830908,  Lng: -117.978894),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 120 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 108 (year 2037),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: STINSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0348,  Location: AT CRESCENT AVENUE (Lat: 33.839906,  Lng: -117.958692),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 35,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 60,371 (year 2043),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: BROOKHURST STREET
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: 28.0m (91.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 37.0m (121.4ft)

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: Somewhat better than minimum adequacy,  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: 55C0349,  Location: 0.1 MI. N/O CRESCENT AVE. (Lat: 33.840578,  Lng: -117.956261),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,200 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,129 (year 2043),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: VALLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0351,  Location: 0.2 MI. N/O CRESCENT AVE. (Lat: 33.842186,  Lng: -117.937225),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,900 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,087 (year 2043),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: LOARA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0352,  Location: 0.1 MI. S/O LA PALMA AVE. (Lat: 33.846297,  Lng: -117.931564),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,700 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,955 (year 2043),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0353,  Location: 300' W/O EAST STREET (Lat: 33.850197,  Lng: -117.907844),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 600 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 536 (year 2039),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: BALSAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0354,  Location: 300' W/O EAST STREET (Lat: 33.851772,  Lng: -117.907797),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 600 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 536 (year 2039),  Design Load: HS 20,  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: KENWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C046,  Location: 0.2 MI. NE/O EDINGER AVE. (Lat: 33.706122,  Lng: -117.803614),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 73,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 137,378 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BNSF RY,AMTRAK,METROLINK,  Facility Carried by Structure: JAMBOREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 64.4m (211.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 64.4m (211.3ft),  Out-to-Out Width: 71.0m (232.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0469,  Location: 0.1 MI. S/O LA PALMA AVE. (Lat: 33.849656,  Lng: -117.856253),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 47,400 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 90,403 (year 2039),  Design Load: H 15,  Features Intersected: CARBON CYN DIVERSION CHA,  Facility Carried by Structure: KRAEMER BOULEVARD
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: 24.2m (79.4ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 35.7m (117.1ft)

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: 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: August 2021

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Structure Number: 55C0472,  Location: 0.2 MI N OF MAIN ST (Lat: 33.682203,  Lng: -117.838031),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 61,300 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,502 (year 2038),  Features Intersected: BARRANCA CHANNEL,  Facility Carried by Structure: JAMBOREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 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: 1.7m (5.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 41.3m (135.5ft)

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: 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: November 2020

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Structure Number: 55C0509,  Location: 0.2 MI NORTH OF FWY 91 (Lat: 33.874053,  Lng: -117.747519),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 23.62m (77.49ft),  Average Daily Traffic: 34,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 71,480 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: WEIR CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.1m (131.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 26.8m (87.9ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C051,  Location: 0.43 MI. N/O ROUTE 91 FWY (Lat: 33.854789,  Lng: -117.816700),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 37,300 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,297 (year 2039),  Design Load: HS 20,  Features Intersected: SANTA ANA RIVER CHANNEL,  Facility Carried by Structure: LAKEVIEW AVENUE
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: 20.4m (66.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0515,  Location: 0.2 MI. W/O MAGNOLIA ST. (Lat: 33.832069,  Lng: -117.978319),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 25,000 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,249 (year 2043),  Features Intersected: CARBON CREEK CHANNEL,  Facility Carried by Structure: LINCOLN AVENUE
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: 19.6m (64.3ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 29.0m (95.1ft)

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,  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: September 2021

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Structure Number: 55C0522,  Location: 0.2 MI N/O FWY 91 (Lat: 33.872903,  Lng: -117.746031),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 34,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 71,480 (year 2039),  Features Intersected: OLD CANAL ROAD,  Facility Carried by Structure: WEIR CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: August 2021

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Structure Number: 55C0532,  Location: 100' N/O NOHL RANCH ROAD (Lat: 33.844544,  Lng: -117.777131),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 12,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,397 (year 2038),  Features Intersected: WALNUT CANYON CHANNEL,  Facility Carried by Structure: ANAHEIM HILLS ROAD
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: 21.4m (70.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 32.0m (105.0ft)

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: 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: September 2021

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Structure Number: 55C0533,  Location: 100' N/O NOHL RANCH ROAD (Lat: 33.843353,  Lng: -117.775722),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,987 (year 2038),  Features Intersected: WALNUT CANYON CHANNEL,  Facility Carried by Structure: CANYON RIM ROAD
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.3m (83.0ft)

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 2021

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Structure Number: 55C055,  Location: 100' W/O ALICIA PARKWAY (Lat: 33.555483,  Lng: -117.718767),  Route carried "on" structure: County highway ,  Year Built: 1988,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 25,915 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,795 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ALISO CREEK,  Facility Carried by Structure: ALISO CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 34.5m (113.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.5m (113.2ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0587,  Location: 0.2 MI. W/O ORANGETHORPE (Lat: 33.867936,  Lng: -117.853761),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,300 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,202 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: CROWTHER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0613,  Location: 300' S/O ROUTE I-5 FRWY. (Lat: 33.853622,  Lng: -117.976006),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 41,400 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,189 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: MAGNOLIA AVENUE
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: 24.7m (81.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable 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: 55C0671,  Location: 0.25 MI. S/O BALL ROAD (Lat: 33.814111,  Lng: -117.924275),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 18,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,400 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DSNYLND PARKING TRAFFIC,  Facility Carried by Structure: SB DISNEYLAND DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

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

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Structure Number: 55C0672,  Location: AT BALL ROAD (Lat: 33.816244,  Lng: -117.922278),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 18,200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,024 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BALL ROAD,  Facility Carried by Structure: DISNEYLAND FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0673,  Location: AT BALL ROAD (Lat: 33.817167,  Lng: -117.922056),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 18,200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,024 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BALL ROAD,  Facility Carried by Structure: DISNEYLAND FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 70.0m (229.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 55C0674,  Location: AT BALL ROAD (Lat: 33.818306,  Lng: -117.922158),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 26,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,200 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BALL ROAD,  Facility Carried by Structure: DISNEYLAND FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of 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: 55C0675,  Location: 0.4 MI S/O BALL ROAD (Lat: 33.814069,  Lng: -117.924111),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 18,200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,400 (year 2041),  Design Load: HS 20,  Features Intersected: DISNEYLAND TRAMWAY RD.,  Facility Carried by Structure: NB DISNEYLAND DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

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: High priority of corrective action,  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: 55C0701,  Location: AT E ORANGETHORPE AVE (Lat: 33.867256,  Lng: -117.851886),  Route carried "on" structure: Business City street ,  Year Built: 2016,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2039),  Design Load: HL 93,  Features Intersected: ATWOOD CHANNEL,  Facility Carried by Structure: MILLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.1m (164.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 55C0702,  Location: E OF NORTH MILLER STREET (Lat: 33.866981,  Lng: -117.853869),  Route carried "on" structure: Business City street ,  Year Built: 2016,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,000 (year 2036),  Design Load: HL 93,  Features Intersected: CARBON CANYON CHANNEL,  Facility Carried by Structure: ORANGETHORPE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.5m (109.9ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0708,  Location: EAST OF N MILLER ST (Lat: 33.868092,  Lng: -117.850461),  Route carried "on" structure: Business City street ,  Year Built: 2016,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2039),  Design Load: HL 93,  Features Intersected: BNSF RAILROAD TRACKS,  Facility Carried by Structure: E ORANGETHORPE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 37 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 89.0m (292.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable 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: 55C0711,  Location: 0.3 S/O INTERSTATE 5 (Lat: 33.440044,  Lng: -117.630669),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MARBLEHEAD CANYON,  Facility Carried by Structure: AVE. VISTA HERMOSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  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: 55C0715,  Location: 1 M N/O ROUTE 91 (Lat: 33.866269,  Lng: -117.818356),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,440 (year 2038),  Design Load: HL 93,  Features Intersected: RR AND ORANGTHROPE AVE,  Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0195,  Location: 12-ORA-091-8.19-ANA (Lat: 33.851742,  Lng: -117.841478),  Route carried "under" structure: State highway 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 213,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: METROLINK/ BNSF RY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 8.190,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 55 0218,  Location: 12-ORA-091-4.76-ANA (Lat: 33.853728,  Lng: -117.898236),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: ACACIA STREET,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 55 0245,  Location: 12-ORA-091-4.26-ANA (Lat: 33.853647,  Lng: -117.906981),  Route carried "under" structure: City street M126,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: EAST STREET,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 55 0279,  Location: 12-ORA-091-2.23-ANA (Lat: 33.853925,  Lng: -117.942039),  Route carried "under" structure: City street M077,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: EUCLID STREET,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 55 028,  Location: 12-ORA-091-1.23-ANA (Lat: 33.853725,  Lng: -117.959472),  Route carried "under" structure: City street M004,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: BROOKHURST STREET,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 55 0321G,  Location: 12-ORA-055-R17.67-ANA (Lat: 33.842775,  Lng: -117.829239),  Route carried "under" structure: Alternate State highway 55,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: SR 55 & 55-91 FAST-TRACK
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 17.710,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 55 0321G,  Location: 12-ORA-055-R17.67-ANA (Lat: 33.842775,  Lng: -117.829239),  Route carried "under" structure: State highway 55,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 216,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: SR 55 & 55-91 FAST-TRACK
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 17.710,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 55 0329G,  Location: 12-ORA-055-R17.76-ANA (Lat: 33.844331,  Lng: -117.828694),  Route carried "under" structure: State highway 91,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 216,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 9.090,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 55 0337,  Location: 12-ORA-057-12.98-ANA (Lat: 33.811728,  Lng: -117.878111),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: UP RR & DOUGLASS RD,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 8.25m (27.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 55 0399,  Location: 12-ORA-057-12.27-ANA (Lat: 33.802256,  Lng: -117.878883),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: BNSF RY,AMTRAK,METROLINK,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 4,  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: 55 0401,  Location: 12-ORA-057-12.54-ANA (Lat: 33.805817,  Lng: -117.879933),  Route carried "under" structure: City street L030,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: KATELLA AVE,  Facility Carried by Structure: STATE ROUTE 57
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 13,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 55 0404,  Location: 12-ORA-091-7.37-ANA (Lat: 33.848139,  Lng: -117.855836),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: KRAEMER BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.370,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 55 0404,  Location: 12-ORA-091-7.37-ANA (Lat: 33.848139,  Lng: -117.855836),  Route carried "under" structure: State highway 91,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 213,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: KRAEMER BLVD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.370,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 55 0414,  Location: 12-ORA-091-8.39-ANA (Lat: 33.851508,  Lng: -117.838075),  Route carried "under" structure: State highway 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 213,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: TUSTIN AVE
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 8.390,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 55 0418,  Location: 12-ORA-091-6.42-ANA (Lat: 33.847847,  Lng: -117.870547),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2012),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: LA PALMA AVE
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 6.420,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 55 0418,  Location: 12-ORA-091-6.42-ANA (Lat: 33.847847,  Lng: -117.870547),  Route carried "under" structure: State highway 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 225,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: LA PALMA AVE
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.420,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 55 0418,  Location: 12-ORA-091-6.42-ANA (Lat: 33.847847,  Lng: -117.870547),  Route carried "under" structure: Ramp State highway 57,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: LA PALMA AVE
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 15.560,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 55 0427,  Location: 12-ORA-091-8.80-ANA (Lat: 33.847567,  Lng: -117.832031),  Route carried "under" structure: State highway 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 213,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: RIVERDALE AVE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 8.800,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 55 0427,  Location: 12-ORA-091-8.80-ANA (Lat: 33.847567,  Lng: -117.832031),  Route carried "under" structure: Ramp State highway 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,760 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: RIVERDALE AVE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 8.800,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 55 0427,  Location: 12-ORA-091-8.80-ANA (Lat: 33.847567,  Lng: -117.832031),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 29,760 (year 2012),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: RIVERDALE AVE
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 17.870,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)