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

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Parts: 1, 2


National Bridge Inventory (NBI) Statistics
Number of bridges: 82
Total length: 1,078 meters (3,537ft)
Total costs: $1,681,000
Total average daily traffic: 4,221,401
Total average daily truck traffic: 455,761
National Bridge Inventory (NBI) Registered Bridges for Redlands
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New bridges - Historical Statistics

  • 1920-1929: 2
  • 1930-1939: 3
  • 1940-1949: 0
  • 1950-1959: 4
  • 1960-1969: 40
  • 1970-1979: 2
  • 1980-1989: 7
  • 1990-1999: 22
  • 2000-2009: 2

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 2
  • 1990-1999: 5
  • 2000-2009: 11

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 54 0472,  Location: 08-SBD-010-31.52-RDL (Lat: 34.059083,  Lng: -117.171892),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 157,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 200,000 (year 2028),  Design Load: HS 20,  Features Intersected: BNSF RY SPUR, MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.520,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0578,  Location: 08-SBD-010-31.41-RDL (Lat: 34.060000,  Lng: -117.173333),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 157,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 219,336 (year 2032),  Design Load: HS 20,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.410,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0579,  Location: 08-SBD-010-31.01-RDL (Lat: 34.061778,  Lng: -117.180361),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 148,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 180,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 38 (6TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.010,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 058,  Location: 08-SBD-010-30.66-RDL (Lat: 34.061667,  Lng: -117.185000),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 176,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 225,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: EUREKA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.660,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 57.8m (189.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0581,  Location: 08-SBD-010-30.88-RDL (Lat: 34.061667,  Lng: -117.181667),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 148,000 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 180,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.880,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.1m (170.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 53.5m (175.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54 0582,  Location: 08-SBD-010-31.87-RDL (Lat: 34.056667,  Lng: -117.166667),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 157,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 200,000 (year 2028),  Design Load: HS 20,  Features Intersected: UNIVERSITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.870,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0583,  Location: 08-SBD-010-30.38-RDL (Lat: 34.061667,  Lng: -117.190000),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 176,000 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 225,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: TEXAS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.380,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0584,  Location: 08-SBD-010-31.99-RDL (Lat: 34.055603,  Lng: -117.165056),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 133,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 200,000 (year 2028),  Design Load: HS 20,  Features Intersected: CITRUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.990,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0585,  Location: 08-SBD-010-32.11-RDL (Lat: 34.054536,  Lng: -117.163433),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 133,000 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 200,000 (year 2028),  Design Load: HS 20,  Features Intersected: CYPRESS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.110,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.4m (155.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0586,  Location: 08-SBD-010-32.36-RDL (Lat: 34.051667,  Lng: -117.160000),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 137,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.360,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.7m (153.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 46.7m (153.2ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0587,  Location: 08-SBD-010-32.61-RDL (Lat: 34.048333,  Lng: -117.158333),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 137,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.610,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 45.5m (149.3ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0588,  Location: 08-SBD-010-33.13-RDL (Lat: 34.041667,  Lng: -117.155000),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 127,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 175,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: FORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.130,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.4m (149.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0589,  Location: 08-SBD-010-33.29-RDL (Lat: 34.040000,  Lng: -117.153333),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 127,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 175,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: W10-REDLANDS BL OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.290,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 059,  Location: 08-SBD-010-34.29-RDL (Lat: 34.033333,  Lng: -117.138333),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 1,500 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2030),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: WABASH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0591,  Location: 08-SBD-010-30.1-RDL (Lat: 34.063333,  Lng: -117.195000),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 176,000 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 225,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: COLTON AVE, NEW YORK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.100,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.2m (213.9ft),  Curb-To-Curb Width: 60.2m (197.5ft),  Out-to-Out Width: 62.1m (203.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0592,  Location: 08-SBD-010-29.82-RDL (Lat: 34.065167,  Lng: -117.200139),  Route carried "on" structure: City street R026,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 12,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,000 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: TENNESSEE STREET
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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 48 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0593,  Location: 08-SBD-010-29.31-RDL (Lat: 34.066667,  Lng: -117.208333),  Route carried "on" structure: City street R032,  Year Built: 1962,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 23,500 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,000 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 10 & RAMP,  Facility Carried by Structure: ALABAMA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 48 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0594,  Location: 08-SBD-010-28.8-RDL (Lat: 34.066667,  Lng: -117.216667),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 189,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 210,000 (year 2028),  Design Load: HS 20,  Features Intersected: NEVADA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.800,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 52.6m (172.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 52.6m (172.6ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0595,  Location: 08-SBD-010-28.3-RDL (Lat: 34.066489,  Lng: -117.226200),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 189,000 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 240,000 (year 2028),  Design Load: HS 20,  Features Intersected: CALIFORNIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.300,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0929G,  Location: 08-SBD-210-R33.04-RDL (Lat: 34.065236,  Lng: -117.200389),  Route carried "on" structure: Ramp State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 79.07m (259.42ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2030),  Design Load: HS 20,  Features Intersected: I-10, CONN RAMPS, COLTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.040,  Lanes on structure: 2,  Lanes under structure: 23,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0930F,  Location: 08-SBD-010-29.83-RDL (Lat: 34.068225,  Lng: -117.199856),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1992,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 12,500 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,000 (year 2028),  Design Load: HS 20,  Features Intersected: TENNESSEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.830,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 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: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0931H,  Location: 08-SBD-010-29.81-RDL (Lat: 34.070000,  Lng: -117.200000),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1984,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LUGONIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.810,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54 0931R,  Location: 08-SBD-210-R32.84-RDL (Lat: 34.070194,  Lng: -117.201222),  Route carried "on" structure: Ramp State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 37,500 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LUGONIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.840,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0932L,  Location: 08-SBD-210-R32.34-RDL (Lat: 34.077375,  Lng: -117.200472),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SAN BERNARDINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.340,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0932R,  Location: 08-SBD-210-R32.34-RDL (Lat: 34.077375,  Lng: -117.200861),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SAN BERNARDINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.340,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0933L,  Location: 08-SBD-210-R32.08-RDL (Lat: 34.081222,  Lng: -117.200486),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: PIONEER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.080,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0933R,  Location: 08-SBD-210-R32.08-RDL (Lat: 34.081333,  Lng: -117.200847),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: PIONEER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.080,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0934L,  Location: 08-SBD-210-R31.16-RDL (Lat: 34.093542,  Lng: -117.200361),  Route carried "on" structure: State highway 210,  Year Built: 1984,  Status: Open,  Structure Length: 26.30m (86.29ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.160,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0934R,  Location: 08-SBD-210-R31.16-RDL (Lat: 34.093611,  Lng: -117.200653),  Route carried "on" structure: State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 26.24m (86.09ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.160,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0937G,  Location: 08-SBD-210-R33.2-RDL (Lat: 34.067181,  Lng: -117.203875),  Route carried "on" structure: Ramp State highway 210,  Year Built: 1992,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 2,100 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: W10-ALABAMA ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.200,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54 0938G,  Location: 08-SBD-010-29.7-RDL (Lat: 34.066100,  Lng: -117.203647),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1992,  Status: Open,  Structure Length: 19.87m (65.19ft),  Average Daily Traffic: 18,500 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.700,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54C0098,  Location: CALIFORNIA STREET (Lat: 34.062350,  Lng: -117.226150),  Route carried "on" structure: City street R029,  Year Built: 1927,  Year Reconstructed: 1946,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 23,000 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,706 (year 2029),  Features Intersected: MISSION STORM DRAIN,  Facility Carried by Structure: REDLANDS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Critical,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54C0187,  Location: 0.3 MI NE TENNESEE ST (Lat: 34.050983,  Lng: -117.193950),  Route carried "on" structure: City street R028,  Year Built: 1950,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 20,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,504 (year 2029),  Features Intersected: MOREY ARROYO 1,  Facility Carried by Structure: BROOKSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Superstructure: Fair,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11
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Structure Number: 54C0188,  Location: 0.31 MI NE TENNESSEE ST (Lat: 34.051200,  Lng: -117.193717),  Route carried "on" structure: City street R028,  Year Built: 1950,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 20,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,504 (year 2029),  Features Intersected: MOREY ARROYO 2,  Facility Carried by Structure: BROOKSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11
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Structure Number: 54C019,  Location: 0.7 MI S OF I-10 (Lat: 34.056317,  Lng: -117.208633),  Route carried "on" structure: City street R032,  Year Built: 1957,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 27,000 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,165 (year 2027),  Design Load: HS 20,  Features Intersected: MISSION ZANJA,  Facility Carried by Structure: ALABAMA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2009
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Structure Number: 54C0191,  Location: 0.9 MI S OF I-10 (Lat: 34.053700,  Lng: -117.208583),  Route carried "on" structure: City street R032,  Year Built: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 27,000 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,165 (year 2027),  Design Load: HS 20,  Features Intersected: MOREY ARROYO,  Facility Carried by Structure: ALABAMA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2009
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Structure Number: 54C0192,  Location: 2.0 MI SW'LY OF I-10 (Lat: 34.004733,  Lng: -117.123767),  Route carried "on" structure: City street R189,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,000 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,938 (year 2029),  Design Load: HS 20,  Features Intersected: LIVE OAK CREEK,  Facility Carried by Structure: LIVE OAK CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Critical Feature Inspection Date: April 12,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $651,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0371,  Location: 0.6 MI S OF 1-10 (Lat: 34.057417,  Lng: -117.200167),  Route carried "on" structure: City street R023,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 22,000 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,388 (year 2027),  Design Load: HS 20,  Features Intersected: MISSION ZANJA,  Facility Carried by Structure: TENNESSEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2009
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Structure Number: 54C0372,  Location: 1.0 MI S OF I-10 (Lat: 34.051750,  Lng: -117.200117),  Route carried "on" structure: City street R023,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 20,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,388 (year 2027),  Design Load: HS 20,  Features Intersected: MOREY ARROYO,  Facility Carried by Structure: TENNESSEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2009
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Structure Number: 54C0373,  Location: 0.1 MI S BROOKSIDE RD (Lat: 34.032417,  Lng: -117.208567),  Route carried "on" structure: City street R024,  Year Built: 1970,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 12,000 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,403 (year 2029),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: SAN TIMOTEO CYN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0381,  Location: 0.25 MI NE SAN TIMOTEO RD (Lat: 34.014283,  Lng: -117.179233),  Route carried "on" structure: City street R025,  Year Built: 1927,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 4,400 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,141 (year 2029),  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: ALLESANDRO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Critical Feature Inspection Date: March 12,  Bridge Improvement Cost: $395,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $664,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0427,  Location: 0.5 MI N BARTON RD (Lat: 34.055700,  Lng: -117.212900),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 223 (year 2027),  Design Load: HS 20,  Features Intersected: MISSION ZANJA,  Facility Carried by Structure: IOWA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2009
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Structure Number: 54C0428,  Location: 0.5 MI N BARTON RD (Lat: 34.055667,  Lng: -117.217283),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,800 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,000 (year 2028),  Design Load: HS 20,  Features Intersected: MISSION ZANJA,  Facility Carried by Structure: NEVADA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2009
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Structure Number: 54C0431,  Location: 0.2 MI N REDLANDS BLVD (Lat: 34.065617,  Lng: -117.234783),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Closed,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1 (year 2003),  Average Future Daily Traffic: 1 (year 2029),  Features Intersected: MISSION ZANJA,  Facility Carried by Structure: BRYN MAWR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $239,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54C0432,  Location: 0.3 MI N RTE FAI-10 (Lat: 34.070483,  Lng: -117.243250),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 5,000 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,141 (year 2029),  Features Intersected: MISSION ZANJA,  Facility Carried by Structure: MOUNTAIN VIEW AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place

Parts: 1, 2

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