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

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Structure Number: 55 071,  Location: 12-ORA-241-24.67-IRVN (Lat: 33.693136,  Lng: -117.688503),  Route carried "on" structure: State highway 241,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 43,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 93,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: AQUA CHINON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.670,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 55 0719G,  Location: 12-ORA-005-12.51-LGNG (Lat: 33.541100,  Lng: -117.673428),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1996,  Status: Open,  Structure Length: 79.55m (260.99ft),  Average Daily Traffic: 23,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,185 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 5; C. C.; METRO RAIL
Minimum Vertical Clearance: 6.44m (21.13ft),  Kilometerpoint: 12.510,  Lanes on structure: 3,  Lanes under structure: 17,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 87.8m (288.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 55 0747R,  Location: 12-ORA-073-11.31-LGNG (Lat: 33.555725,  Lng: -117.678181),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 26.97m (88.48ft),  Average Daily Traffic: 20,700 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROWN VALLEY PK,CABOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.310,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 55 0748L,  Location: 12-ORA-073-11.42-LGNG (Lat: 33.556481,  Lng: -117.679842),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROWN VALLEY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.420,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.4m (191.6ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.0m (65.6ft)

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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0750L,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.568492,  Lng: -117.699814),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOULTON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.910,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0750R,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.568939,  Lng: -117.699694),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOULTON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.910,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0750S,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.569103,  Lng: -117.699564),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 1,190 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,381 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOULTON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.910,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0751K,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.570975,  Lng: -117.703222),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 1,250 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,445 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PACIFIC PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.160,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0751L,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571075,  Lng: -117.703025),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PACIFIC PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.160,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 55 0751R,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571258,  Lng: -117.702536),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PACIFIC PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.160,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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

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Structure Number: 55 0751S,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571322,  Lng: -117.702383),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 2,700 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,122 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PACIFIC PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.160,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0751T,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571378,  Lng: -117.702222),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 1,190 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,381 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PACIFIC PARK DRIVE
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 13.160,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0752K,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573206,  Lng: -117.706272),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,250 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,375 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.400,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0752L,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573353,  Lng: -117.706156),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.400,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0752R,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573694,  Lng: -117.705872),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.400,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55 0752S,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573861,  Lng: -117.705778),  Route carried "on" structure: Ramp State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 5,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LA PAZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.400,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 55 0753,  Location: 12-ORA-073-13.77-LGNG (Lat: 33.575381,  Lng: -117.711717),  Route carried "on" structure: County highway M230,  Year Built: 1996,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: ALICIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: 78.3m (256.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 34.7m (113.8ft)

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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0754L,  Location: 12-ORA-073-13.82-LGNG (Lat: 33.575989,  Lng: -117.712606),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 12.54m (41.14ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.820,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.8m (202.8ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 55 0754R,  Location: 12-ORA-073-13.82-LGNG (Lat: 33.576364,  Lng: -117.712408),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 12.45m (40.85ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.820,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.8m (202.8ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.5m (83.7ft)

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

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Structure Number: 55 0755,  Location: 12-ORA-073-14.39-LGNG (Lat: 33.579972,  Lng: -117.721217),  Route carried "on" structure: County highway M279,  Year Built: 1996,  Status: Open,  Structure Length: 11.75m (38.55ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 73 & RAMPS,  Facility Carried by Structure: ALISO CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 37.2m (122.0ft)

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

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Structure Number: 55 0756L,  Location: 12-ORA-073-14.84-LGNG (Lat: 33.584517,  Lng: -117.726969),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALISO VIEJO PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.5m (185.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55 0756R,  Location: 12-ORA-073-14.84-LGNG (Lat: 33.584861,  Lng: -117.726622),  Route carried "on" structure: State highway 73,  Year Built: 1996,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALISO VIEJO PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.5m (185.4ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

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

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Structure Number: 55 0757,  Location: 12-ORA-073-15.25-LGNG (Lat: 33.586753,  Lng: -117.733347),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 73,  Facility Carried by Structure: GLENWD/PACIFIC DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.7m (232.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.3m (96.1ft)

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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0037,  Location: 1.3 MI N OF AVERY PARKWAY (Lat: 33.564433,  Lng: -117.673978),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,802 (year 2044),  Features Intersected: OSO CREEK,  Facility Carried by Structure: CAMINO CAPISTRANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C016,  Location: 0.8 MI W/O VALLEY VIEW (Lat: 33.781033,  Lng: -118.041831),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,886 (year 2041),  Design Load: HS 20,  Features Intersected: BOLSA CHICA CHANNEL,  Facility Carried by Structure: LAMPSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0166,  Location: 100 FT W/O ROUTE 5 (Lat: 33.558350,  Lng: -117.674922),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 57,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 105,024 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: SCRRA,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: CROWN VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.7m (143.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,186,000,  Roadway Improvement Cost: $437,000,  Total Project Cost: $3,672,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0281,  Location: 0.2 MI W OF I-5 (Lat: 33.557561,  Lng: -117.676639),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 57,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 105,024 (year 2044),  Features Intersected: OSO CREEK,  Facility Carried by Structure: CROWN VALLEY PRWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0496,  Location: 0.32 MI S ALISO CREEK DR (Lat: 33.551431,  Lng: -117.717211),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 35,200 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 60,051 (year 2044),  Features Intersected: SULPHUR CREEK,  Facility Carried by Structure: ALICIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.3m (112.5ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 31.0m (101.7ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022

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Structure Number: 55C05,  Location: 0.4 MI E CROWN VLY PKWY (Lat: 33.493647,  Lng: -117.715444),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 11,900 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,068 (year 2044),  Design Load: HS 20,  Features Intersected: SALT CREEK BIKE PATH,  Facility Carried by Structure: CAMINO DEL AVION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 93.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 55C0506,  Location: 0.1 MI N OF AVERY PKWY (Lat: 33.547875,  Lng: -117.674731),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.64m (28.35ft),  Average Daily Traffic: 17,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,603 (year 2044),  Design Load: HS 20,  Features Intersected: SCRRA,BNSF RY,AMTRAK,ETC,  Facility Carried by Structure: PASEO DE COLINAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 32.7 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: 25.3 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55C0612,  Location: 100' EAST OF NIGUEL ROAD (Lat: 33.518761,  Lng: -117.704719),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,881 (year 2044),  Features Intersected: EQUESTRIAN UC,  Facility Carried by Structure: MARINA HILLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 55C0695,  Location: 250' NW/O CROWN VALLEY PK (Lat: 33.543853,  Lng: -117.692608),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 20,880 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,396 (year 2044),  Features Intersected: EQUESTRIAN UNDERPASS,  Facility Carried by Structure: MUOLTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 55 0719G,  Location: 12-ORA-005-12.51-LGNG (Lat: 33.541100,  Lng: -117.673428),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: I 5; C. C.; METRO RAIL,  Facility Carried by Structure: N5-N73 CONNECTOR
Minimum Vertical Clearance: 7.57m (24.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 87.8m (288.1ft)

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Structure Number: 55 0719G,  Location: 12-ORA-005-12.51-LGNG (Lat: 33.541100,  Lng: -117.673428),  Route carried "under" structure: Interstate 5,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 237,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: I 5; C. C.; METRO RAIL
Minimum Vertical Clearance: 7.31m (23.98ft),  Kilometerpoint: 12.510,  Lanes on structure: 3,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 87.8m (288.1ft)

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Structure Number: 55 0719G,  Location: 12-ORA-005-12.51-LGNG (Lat: 33.541100,  Lng: -117.673428),  Route carried "under" structure: City street M250,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: I 5; C. C.; METRO RAIL,  Facility Carried by Structure: N5-N73 CONNECTOR
Minimum Vertical Clearance: 7.31m (23.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 87.8m (288.1ft)

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Structure Number: 55 0747R,  Location: 12-ORA-073-11.31-LGNG (Lat: 33.555725,  Lng: -117.678181),  Route carried "under" structure: City street M238,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: CROWN VALLEY PK,CABOT RD,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 55 0747R,  Location: 12-ORA-073-11.31-LGNG (Lat: 33.555725,  Lng: -117.678181),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: CROWN VALLEY PK,CABOT RD,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 55 0748L,  Location: 12-ORA-073-11.42-LGNG (Lat: 33.556481,  Lng: -117.679842),  Route carried "under" structure: City street M238,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: CROWN VALLEY PARKWAY,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.4m (191.6ft)

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Structure Number: 55 0750K,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.568281,  Lng: -117.699889),  Route carried "under" structure: City street M032,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: MOULTON PARKWAY,  Facility Carried by Structure: LA PAZ RD-S73 ON
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 55 0750L,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.568492,  Lng: -117.699814),  Route carried "under" structure: City street M032,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: MOULTON PARKWAY,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 55 0750R,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.568939,  Lng: -117.699694),  Route carried "under" structure: City street M032,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: MOULTON PARKWAY,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 55 0750S,  Location: 12-ORA-073-12.91-LGNG (Lat: 33.569103,  Lng: -117.699564),  Route carried "under" structure: City street M032,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: MOULTON PARKWAY,  Facility Carried by Structure: N73-LA PAZ RD OFF
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 55 0751K,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.570975,  Lng: -117.703222),  Route carried "under" structure: City street M243,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: PACIFIC PARK DRIVE,  Facility Carried by Structure: LA PAZ RD-S73 ONRA
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 55 0751L,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571075,  Lng: -117.703025),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: PACIFIC PARK DRIVE,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 55 0751R,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571258,  Lng: -117.702536),  Route carried "under" structure: City street M243,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: PACIFIC PARK DRIVE,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 55 0751S,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571322,  Lng: -117.702383),  Route carried "under" structure: City street M243,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: PACIFIC PARK DRIVE,  Facility Carried by Structure: MOULTON PKWY-N73
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 55 0751T,  Location: 12-ORA-073-13.16-LGNG (Lat: 33.571378,  Lng: -117.702222),  Route carried "under" structure: City street M243,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: PACIFIC PARK DRIVE,  Facility Carried by Structure: N73-LA PAZ RD OFF
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 55 0752K,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573206,  Lng: -117.706272),  Route carried "under" structure: County highway M236,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: LA PAZ ROAD,  Facility Carried by Structure: LA PAZ RD-S73 ONRP
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 55 0752L,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573353,  Lng: -117.706156),  Route carried "under" structure: County highway M236,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: LA PAZ ROAD,  Facility Carried by Structure: SR 73 SB
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 55 0752R,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573694,  Lng: -117.705872),  Route carried "under" structure: County highway M236,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: LA PAZ ROAD,  Facility Carried by Structure: SR 73 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.8m (150.3ft)

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Structure Number: 55 0752S,  Location: 12-ORA-073-13.40-LGNG (Lat: 33.573861,  Lng: -117.705778),  Route carried "under" structure: County highway M236,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: LA PAZ ROAD,  Facility Carried by Structure: LA PAZ RD-N73 ONRP
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.0m (150.9ft)