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

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Structure Number: 55 0193,  Location: 12-ORA-005-R29.10-TUS (Lat: 33.733603,  Lng: -117.814961),  Route carried "on" structure: Interstate 5,  Year Built: 1992,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 324,300 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 361,973 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: RED HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.100,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 59.7m (195.9ft),  Out-to-Out Width: 61.4m (201.4ft)

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

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Structure Number: 55 031,  Location: 12-ORA-022-0.15-SLB (Lat: 33.774125,  Lng: -118.094944),  Route carried "on" structure: State highway 22,  Year Built: 1958,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 90,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 110,000 (year 2038),  Features Intersected: LOS ALAMITOS CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.0m (124.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 55 0318,  Location: 12-ORA-055-10.54-TUS (Lat: 33.741997,  Lng: -117.834614),  Route carried "on" structure: City street M099,  Year Built: 1962,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,801 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0336,  Location: 12-ORA-055-12.93-TUS (Lat: 33.775994,  Lng: -117.830722),  Route carried "on" structure: State highway 55,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 256,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 375,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: N55-W22 CONNECTOR RAMP
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 12.930,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 36 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 53.3m (174.9ft),  Out-to-Out Width: 55.0m (180.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0642K,  Location: 12-ORA-005-30.17-TUS (Lat: 33.738775,  Lng: -117.829733),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1995,  Status: Open,  Structure Length: 29.90m (98.10ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,803 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: N55-S5 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.170,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

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: 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: 55 0643G,  Location: 12-ORA-055-10.37-TUS (Lat: 33.738386,  Lng: -117.833331),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1995,  Status: Open,  Structure Length: 39.01m (127.99ft),  Average Daily Traffic: 30,416 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 66,306 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 5 & 55, & CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.370,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0644F,  Location: 12-ORA-055-10.67-TUS (Lat: 33.739497,  Lng: -117.831514),  Route carried "on" structure: Ramp State highway 55,  Year Built: 1995,  Status: Open,  Structure Length: 55.75m (182.91ft),  Average Daily Traffic: 51,770 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,761 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 5 & 55, CONNS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.670,  Lanes on structure: 2,  Lanes under structure: 22,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0645G,  Location: 12-ORA-005-30.32-TUS (Lat: 33.743717,  Lng: -117.833144),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1995,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 39,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,622 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: N55-4TH ST & IRVINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.320,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 55 0647,  Location: 12-ORA-055-10.80-TUS (Lat: 33.745561,  Lng: -117.833728),  Route carried "on" structure: City street M018,  Year Built: 1995,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 28,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,504 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55 & RAMPS,  Facility Carried by Structure: 1ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.4m (89.9ft)

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

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Structure Number: 55 0655,  Location: 12-ORA-005-27.82-TUS (Lat: 33.721972,  Lng: -117.797939),  Route carried "on" structure: Interstate 5,  Year Built: 1992,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 316,400 (year 2014),  Average Future Daily Traffic: 317,000 (year 2038),  Design Load: HS 20,  Features Intersected: EL MODENA-IRVINE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.820,  Lanes on structure: 15,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 79.9m (262.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 79.9m (262.1ft),  Out-to-Out Width: 81.4m (267.1ft)

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

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Structure Number: 55 0657,  Location: 12-ORA-005-28.25-TUS (Lat: 33.725072,  Lng: -117.804333),  Route carried "on" structure: City street M025,  Year Built: 1992,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 42,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,123 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: TUSTIN RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 36.8m (120.7ft)

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

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Structure Number: 55 0742,  Location: 12-ORA-005-30.60-TUS (Lat: 33.742939,  Lng: -117.839206),  Route carried "on" structure: Interstate 5,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 355,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 399,594 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: TUSTIN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.600,  Lanes on structure: 14,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 60.8m (199.5ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 60.8m (199.5ft),  Out-to-Out Width: 64.6m (211.9ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55 0764,  Location: 12-ORA-261-1.20-TUS (Lat: 33.722531,  Lng: -117.786289),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,017 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 261,  Facility Carried by Structure: BRYAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 7.6m (24.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Fair,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0765,  Location: 12-ORA-261-1.60-TUS (Lat: 33.726428,  Lng: -117.779483),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,035 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 261,  Facility Carried by Structure: IRVINE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 39.0m (128.0ft)

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

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Structure Number: 55 0766,  Location: 12-ORA-261-3.50-TUS (Lat: 33.740911,  Lng: -117.767392),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,035 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 261,  Facility Carried by Structure: PORTOLA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 39.0m (128.0ft)

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

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Structure Number: 55 0798L,  Location: 12-ORA-261-5.62-TUS (Lat: 33.778967,  Lng: -117.755631),  Route carried "on" structure: State highway 261,  Year Built: 1998,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 14,500 (year 2011),  Average Future Daily Traffic: 24,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HANDY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.620,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.0m (98.4ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0798R,  Location: 12-ORA-261-5.62-TUS (Lat: 33.778883,  Lng: -117.755389),  Route carried "on" structure: State highway 261,  Year Built: 1998,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 14,500 (year 2011),  Average Future Daily Traffic: 24,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HANDY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.620,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 61.2m (200.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0813,  Location: 12-ORA-005-34.83-TUS (Lat: 33.788739,  Lng: -117.886228),  Route carried "on" structure: Interstate 5,  Year Built: 2000,  Status: Open,  Structure Length: 12.82m (42.06ft),  Average Daily Traffic: 271,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 293,764 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CHAPMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.830,  Lanes on structure: 14,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 79.2m (259.8ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.7m (215.6ft),  Curb-To-Curb Width: 79.2m (259.8ft),  Out-to-Out Width: 80.9m (265.4ft)

Condition: Deck: Good,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 086,  Location: 12-ORA-005-38.48-ANA (Lat: 33.827525,  Lng: -117.927642),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 22,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: SANTA ANA STREET
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.7m (136.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0863,  Location: 12-ORA-055-11.80-TUS (Lat: 33.759642,  Lng: -117.831547),  Route carried "on" structure: City street M022,  Year Built: 1997,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 36.0m (118.1ft)

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

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Structure Number: 55 0864,  Location: 12-ORA-055-12.30-TUS (Lat: 33.767108,  Lng: -117.831431),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 6,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: SANTA CLARA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

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

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Structure Number: 55 0865,  Location: 12-ORA-055-12.71-TUS (Lat: 33.773206,  Lng: -117.831525),  Route carried "on" structure: City street M022,  Year Built: 1997,  Status: Open,  Structure Length: 9.99m (32.78ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,563 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: FAIRHAVEN AVENUE
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: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  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: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0896L,  Location: 12-ORA-261-4.38-TUS (Lat: 33.761803,  Lng: -117.759861),  Route carried "on" structure: State highway 261,  Year Built: 1998,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 14,500 (year 2011),  Average Future Daily Traffic: 24,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UTILITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.380,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.6m (159.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0896R,  Location: 12-ORA-261-4.38-TUS (Lat: 33.761417,  Lng: -117.759575),  Route carried "on" structure: State highway 261,  Year Built: 1998,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 14,500 (year 2011),  Average Future Daily Traffic: 24,300 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UTILITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.380,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55 0926,  Location: 12-ORA-055-13.60-TUS (Lat: 33.787578,  Lng: -117.830678),  Route carried "on" structure: State highway 55,  Year Built: 2001,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 247,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 375,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CHAPMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.600,  Lanes on structure: 14,  Lanes under structure: 9,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 62.9m (206.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 62.9m (206.4ft),  Out-to-Out Width: 68.0m (223.1ft)

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 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0938,  Location: 12-ORA-055-13.20-TUS (Lat: 33.780644,  Lng: -117.831586),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 55,  Facility Carried by Structure: LA VETA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.0m (75.5ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0112,  Location: 0.1 MI. NE/O EDINGER AVE. (Lat: 33.722464,  Lng: -117.826300),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 34,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 70,771 (year 2038),  Features Intersected: SANTA ANA-SANTA FE CHANL,  Facility Carried by Structure: RED HILL 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: 21.0m (68.9ft),  Skew: 30 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: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.9m (85.0ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 55C0113,  Location: 0.3 MI. NE/O BRYAN AVE. (Lat: 33.741653,  Lng: -117.807133),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,630 (year 2038),  Features Intersected: EL MODENA-IRVINE CHANNEL,  Facility Carried by Structure: RED HILL AVENUE
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: 25.1m (82.3ft),  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: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 30.2m (99.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 55C0242,  Location: 0.3 MI N/O ORANGETHORPE (Lat: 33.862936,  Lng: -117.936956),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,400 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,124 (year 2039),  Design Load: HS 20,  Features Intersected: FULLERTON CREEK CHANNEL,  Facility Carried by Structure: WOODS AVE
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0245,  Location: 0.4 MI. W/O JAMBOREE ROAD (Lat: 33.709753,  Lng: -117.809272),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,630 (year 2038),  Features Intersected: SANTA ANA-SANTA FE CHANL,  Facility Carried by Structure: EDINGER 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: 19.6m (64.3ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 39.3m (128.9ft)

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: 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: June 2021

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Structure Number: 55C0334,  Location: AT BRYAN AVE (Lat: 33.734228,  Lng: -117.803267),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,382 (year 2038),  Features Intersected: EL MODENA-IRVINE CHANNEL,  Facility Carried by Structure: BROWNING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.0m (75.5ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 55C0452,  Location: 0.1 MI S/O MCFADDEN AVE (Lat: 33.732708,  Lng: -117.841167),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,318 (year 2041),  Features Intersected: SANTA ANA-SANTA FE CHANL,  Facility Carried by Structure: RITCHEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 25.8m (84.6ft)

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: Febuary 2021

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Structure Number: 55C0459,  Location: 100' SE/O JAMBOREE ROAD (Lat: 33.703775,  Lng: -117.806064),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 23,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,630 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PETERS CANYON CHANNEL,  Facility Carried by Structure: EDINGER AVENUE
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: 37.2m (122.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 37.2m (122.0ft)

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

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Structure Number: 55C0531,  Location: 0.2 MI N/O ROUTE 1 (Lat: 33.648706,  Lng: -117.979478),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,910 (year 2038),  Features Intersected: HUNTINGTON BEACH CHANNEL,  Facility Carried by Structure: NEWLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 24.4m (80.1ft)

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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0535,  Location: 100' NW/O MYFORD ROAD (Lat: 33.726664,  Lng: -117.796281),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,335 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: EL MODENA-IRVINE CHANNEL,  Facility Carried by Structure: EL CAMINO REAL
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0536,  Location: 100' NW/O MYFORD ROAD (Lat: 33.728406,  Lng: -117.794719),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,430 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: EL MODENA-IRVINE CHANNEL,  Facility Carried by Structure: BRYAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 30.2m (99.1ft)

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

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Structure Number: 55C0537,  Location: 100' N/O BRYAN AVENUE (Lat: 33.731281,  Lng: -117.798056),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 22,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,406 (year 2037),  Design Load: HS 20,  Features Intersected: EL MODEN- IRVINE CHANNEL,  Facility Carried by Structure: TUSTIN RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.9m (101.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 55C0538,  Location: 100' N/O BRYAN AVENUE (Lat: 33.732989,  Lng: -117.800522),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,219 (year 2037),  Features Intersected: EL MODENA-IRVINE CHANNEL,  Facility Carried by Structure: PARKCENTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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: 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: June 2019

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Structure Number: 55C0539,  Location: 50' SE/O BROWNING AVENUE (Lat: 33.729069,  Lng: -117.808172),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,094 (year 2037),  Features Intersected: BROWNING AVE STORM DRAIN,  Facility Carried by Structure: EL CAMINO REAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 55C0556,  Location: 100' S/O EDINGER AVENUE (Lat: 33.703461,  Lng: -117.806689),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 73,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 148,772 (year 2037),  Features Intersected: SANTA ANA-SANTA FE CHANL,  Facility Carried by Structure: OFF/ON RAMP JAMBOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 83.0m (272.3ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 55C0557,  Location: 0.5 MI S/O EDINGER AVE (Lat: 33.701050,  Lng: -117.809708),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 80,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 147,786 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MOFFETT DRIVE,  Facility Carried by Structure: JAMBOREE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place