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

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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