Bridge Statistics for Chino Hills, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 54 1096,  Location: 08-SBD-071-5.66-CHNH (Lat: 33.958333,  Lng: -117.680000),  Route carried "on" structure: State highway 71,  Year Built: 1987,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 48,000 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 143,777 (year 2028),  Design Load: HS 20,  Features Intersected: LOWER LOS SERRANOS CHANL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.660,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006

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Structure Number: 54 1102F,  Location: 08-SBD-071-.12-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "on" structure: Ramp State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 3,000 (year 2000),  Average Future Daily Traffic: 4,149 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: PEYTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.120,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  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: 58.0m (190.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.0 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: Equal to 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1103L,  Location: 08-SBD-071-.09-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 43,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 69,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PEYTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1103R,  Location: 08-SBD-071-.09-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "on" structure: State highway 71,  Year Built: 1996,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 43,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 69,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PEYTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 66.0m (216.5ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1108F,  Location: 08-SBD-071-.04-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "on" structure: Ramp State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 3,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,187 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: N 71 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1126,  Location: 08-SBD-071-.9-CHNH (Lat: 34.011000,  Lng: -117.733111),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 87,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 139,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CHINO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1126K,  Location: 08-SBD-071-.9-CHNH (Lat: 34.010000,  Lng: -117.731667),  Route carried "on" structure: Ramp State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 4,200 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,812 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CHINO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: 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-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.0 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1127L,  Location: 08-SBD-071-1.4-CHNH (Lat: 34.006667,  Lng: -117.728333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 20.90m (68.57ft),  Average Daily Traffic: 39,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CHINO CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1127R,  Location: 08-SBD-071-1.4-CHNH (Lat: 34.006667,  Lng: -117.728333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 24.80m (81.36ft),  Average Daily Traffic: 39,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CHINO CREEK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1128,  Location: 08-SBD-071-1.8-CHNH (Lat: 34.016667,  Lng: -117.723333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 78,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 124,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GRAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.800,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 50.1m (164.4ft),  Out-to-Out Width: 51.7m (169.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1129,  Location: 08-SBD-071-2.7-CHNH (Lat: 33.990000,  Lng: -117.715000),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 28.00m (91.86ft),  Average Daily Traffic: 78,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 124,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PIPELINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.700,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 113,  Location: 08-SBD-071-3.57-CHNH (Lat: 33.981667,  Lng: -117.706667),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 70,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 112,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RAMONA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.570,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1131,  Location: 08-SBD-071-3.37-CHNH (Lat: 33.995000,  Lng: -117.708333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 78,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 124,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CHINO HILLS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.370,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1132,  Location: 08-SBD-071-4.89-CHNH (Lat: 33.965000,  Lng: -117.691667),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 12,200 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,894 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 71,  Facility Carried by Structure: SOQUEL CANYON PKWY
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: 30.6m (100.4ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1133,  Location: 08-SBD-071-6.5-CHNH (Lat: 33.946667,  Lng: -117.673333),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 110 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 311 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: STATE HIGHWAY 71,  Facility Carried by Structure: PINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1134,  Location: 08-SBD-083-.2-CHNH (Lat: 33.924444,  Lng: -117.654444),  Route carried "on" structure: State highway 83,  Year Built: 1997,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 17,300 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 27,700 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.0m (154.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 1163,  Location: 08-SBD-071-4.1-CHNH (Lat: 33.973333,  Lng: -117.696667),  Route carried "on" structure: State highway 71,  Year Built: 1986,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 50,000 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 146,858 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LOS SERRANOS LAKE CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.100,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006

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Structure Number: 54 1164,  Location: 08-SBD-071-3-CHNH (Lat: 33.990000,  Lng: -117.713333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 50,000 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 146,858 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CHINO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.000,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.8m (150.3ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 45.8m (150.3ft),  Out-to-Out Width: 47.4m (155.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 12,  Location: 08-SBD-071-5.90-CHNH (Lat: 33.951667,  Lng: -117.673333),  Route carried "on" structure: State highway 71,  Year Built: 1997,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 48,000 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 143,777 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: POMONA RINCON ROAD DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.900,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006

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Structure Number: 54 1203,  Location: 08-SBD-071-4.89-CHNH (Lat: 33.966667,  Lng: -117.688333),  Route carried "on" structure: Ramp State highway 71,  Year Built: 1998,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 12,612 (year 2003),  Average Future Daily Traffic: 15,507 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LOWER LOS SERRANOS CHAN,  Facility Carried by Structure: SOQUEL CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.890,  Lanes on structure: 6,  Owner: State Highway Agency,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006

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Structure Number: 54C0504,  Location: 250 m S CHINO HILLS PKWY (Lat: 33.979028,  Lng: -117.706250),  Route carried "on" structure: County highway ,  Year Built: 1978,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 6,860 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,626 (year 2028),  Design Load: HS 20,  Features Intersected: CHINO DRAINAGE DITCH,  Facility Carried by Structure: RAMONA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006

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Structure Number: 54C0573,  Location: 500 m. S CHINO HILLS PKWY (Lat: 33.974806,  Lng: -117.715000),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,060 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,497 (year 2028),  Design Load: HS 20,  Features Intersected: LOS SERRANOS LAKE TRIB,  Facility Carried by Structure: PIPELINE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2006

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Structure Number: 54C0617,  Location: 0.1 MI W STATE RTE 71 (Lat: 34.000750,  Lng: -117.725250),  Route carried "on" structure: County highway R187,  Year Built: 1991,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 29,179 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,604 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SAN ANTONIO CREEK CHANEL,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 1102F,  Location: 08-SBD-071-.12-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 10,000 (year 2003),  Truck Traffic: 1%,  Features Intersected: PEYTON DRIVE,  Facility Carried by Structure: N71-W60 CONNECTOR
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: 54 1103L,  Location: 08-SBD-071-.09-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 10,000 (year 2003),  Truck Traffic: 5%,  Features Intersected: PEYTON DRIVE,  Facility Carried by Structure: STATE HWY 71 WB
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 54 1103R,  Location: 08-SBD-071-.09-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 10,000 (year 2003),  Truck Traffic: 5%,  Features Intersected: PEYTON DRIVE,  Facility Carried by Structure: STATE HWY 71 EB
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 66.0m (216.5ft)

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Structure Number: 54 1108F,  Location: 08-SBD-071-.04-CHNH (Lat: 34.018333,  Lng: -117.738333),  Route carried "under" structure: Ramp State highway 71,  Year Built: 1997,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 701 (year 1998),  Truck Traffic: 1%,  Features Intersected: N 71 ON-RAMP
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 54 1126,  Location: 08-SBD-071-.9-CHNH (Lat: 34.011000,  Lng: -117.733111),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 12,000 (year 2003),  Truck Traffic: 5%,  Features Intersected: CHINO AVENUE,  Facility Carried by Structure: STATE HIGHWAY 71
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.009,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 54 1126K,  Location: 08-SBD-071-.9-CHNH (Lat: 34.010000,  Lng: -117.731667),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 12,000 (year 2003),  Truck Traffic: 1%,  Features Intersected: CHINO AVENUE,  Facility Carried by Structure: N 71 ON RAMP
Minimum Vertical Clearance: 0.80m (2.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 54 1128,  Location: 08-SBD-071-1.8-CHNH (Lat: 34.016667,  Lng: -117.723333),  Route carried "under" structure: City street R187,  Year Built: 1997,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 22,000 (year 2003),  Truck Traffic: 1%,  Features Intersected: GRAND AVENUE,  Facility Carried by Structure: STATE HIGHWAY 71
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 54 1129,  Location: 08-SBD-071-2.7-CHNH (Lat: 33.990000,  Lng: -117.715000),  Route carried "under" structure: County highway U188,  Year Built: 1997,  Structure Length: 28.00m (91.86ft),  Average Daily Traffic: 9,080 (year 1998),  Truck Traffic: 2%,  Features Intersected: PIPELINE AVENUE,  Facility Carried by Structure: STATE ROUTE 71
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.0m (131.2ft)

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Structure Number: 54 113,  Location: 08-SBD-071-3.57-CHNH (Lat: 33.981667,  Lng: -117.706667),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 6,800 (year 2002),  Truck Traffic: 1%,  Features Intersected: RAMONA AVENUE,  Facility Carried by Structure: STATE HIGHWAY 71
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 54 1131,  Location: 08-SBD-071-3.37-CHNH (Lat: 33.995000,  Lng: -117.708333),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 19,300 (year 2003),  Truck Traffic: 1%,  Features Intersected: CHINO HILLS PARKWAY,  Facility Carried by Structure: STATE HIGHWAY 71
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 54 1132,  Location: 08-SBD-071-4.89-CHNH (Lat: 33.965000,  Lng: -117.691667),  Route carried "under" structure: State highway 71,  Year Built: 1997,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 64,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: STATE HIGHWAY 71,  Facility Carried by Structure: SOQUEL CANYON PKWY
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.489,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 54 1133,  Location: 08-SBD-071-6.5-CHNH (Lat: 33.946667,  Lng: -117.673333),  Route carried "under" structure: State highway 71,  Year Built: 1997,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 64,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: STATE HIGHWAY 71,  Facility Carried by Structure: PINE AVENUE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.065,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 54 1134,  Location: 08-SBD-083-.2-CHNH (Lat: 33.924444,  Lng: -117.654444),  Route carried "under" structure: State highway 71,  Year Built: 1997,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 57,000 (year 2006),  Truck Traffic: 8%,  Features Intersected: STATE ROUTE 71,  Facility Carried by Structure: STATE ROUTE 83
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.791,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.0m (154.2ft)