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Bridge Statistics for Redlands, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Redlands, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 108 Total length: 1,233 meters (4,045ft) Total costs: $308,000 Total average daily traffic: 3,917,701 Total average daily truck traffic: 429,496 National Bridge Inventory (NBI) Registered Bridges for Redlands
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 54 0472L, Location: 08-SBD-010-31.52-RDL (Lat: 34.070000, Lng: -117.240000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (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: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 5 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: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0472R, Location: 08-SBD-010-31.52-RDL (Lat: 34.070000, Lng: -117.240000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (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: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 5 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: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0578L, Location: 08-SBD-010-31.41-RDL (Lat: 34.060000, Lng: -117.173333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: CHURCH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.410, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0578R, Location: 08-SBD-010-31.41-RDL (Lat: 34.060000, Lng: -117.173333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: CHURCH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.410, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 95.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0579L, Location: 08-SBD-010-31.01-RDL (Lat: 34.061667, Lng: -117.180000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: SIXTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.010, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0579R, Location: 08-SBD-010-31.01-RDL (Lat: 34.061667, Lng: -117.180000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: SIXTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.010, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 139,000 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 198,207 (year 2028), Design Load: HS 20, Features Intersected: EUREKA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.660, Lanes on structure: 9, 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0581L, Location: 08-SBD-010-30.88-RDL (Lat: 34.061667, Lng: -117.181667), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.880, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), 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: 19.8m (65.0ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0581R, Location: 08-SBD-010-30.88-RDL (Lat: 34.061667, Lng: -117.181667), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.880, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0582L, Location: 08-SBD-010-31.87-RDL (Lat: 34.056667, Lng: -117.166667), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: UNIVERSITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.870, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0582R, Location: 08-SBD-010-31.87-RDL (Lat: 34.056667, Lng: -117.166667), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: UNIVERSITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.870, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 3 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: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 139,000 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 198,207 (year 2028), Design Load: HS 20, 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: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0584L, Location: 08-SBD-010-31.99-RDL (Lat: 34.055000, Lng: -117.163333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: CITRUS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.990, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0584R, Location: 08-SBD-010-31.99-RDL (Lat: 34.055000, Lng: -117.163333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: CITRUS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.990, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0585L, Location: 08-SBD-010-32.11-RDL (Lat: 34.055000, Lng: -117.163333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: CYPRESS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.110, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 95.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0585R, Location: 08-SBD-010-32.11-RDL (Lat: 34.055000, Lng: -117.163333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: CYPRESS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.110, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0586L, Location: 08-SBD-010-32.36-RDL (Lat: 34.051667, Lng: -117.160000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: PALM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.360, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0586R, Location: 08-SBD-010-32.36-RDL (Lat: 34.051667, Lng: -117.160000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: PALM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.360, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), 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 or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 79.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0587L, Location: 08-SBD-010-32.61-RDL (Lat: 34.048333, Lng: -117.158333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: HIGHLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.610, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0587R, Location: 08-SBD-010-32.61-RDL (Lat: 34.048333, Lng: -117.158333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: HIGHLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.610, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0588L, Location: 08-SBD-010-33.13-RDL (Lat: 34.041667, Lng: -117.155000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: FORD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.130, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0588R, Location: 08-SBD-010-33.13-RDL (Lat: 34.041667, Lng: -117.155000), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 69,500 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: FORD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.130, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0589L, Location: 08-SBD-010-33.29-RDL (Lat: 34.040000, Lng: -117.153333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 59,000 (year 2000), Truck Traffic: 12%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: W10-REDLANDS BL OFF-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.290, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0589R, Location: 08-SBD-010-33.29-RDL (Lat: 34.040000, Lng: -117.153333), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 59,000 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 99,104 (year 2028), Design Load: HS 20, Features Intersected: W10-REDLANDS BL OFF-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.290, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 1,400 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 2,067 (year 2028), 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, 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: 79.0 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 139,000 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 198,207 (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: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0592, Location: 08-SBD-010-29.82-RDL (Lat: 34.065000, Lng: -117.200000), Route carried "on" structure: City street R026, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 10,900 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 12,365 (year 2029), 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, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 23,100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 25,760 (year 2029), 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, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 169,000 (year 2001), Truck Traffic: 12%, Average Future Daily Traffic: 225,377 (year 2029), 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: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0595, Location: 08-SBD-010-28.3-RDL (Lat: 34.066667, Lng: -117.225000), Route carried "on" structure: Interstate 10, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 169,000 (year 2001), Truck Traffic: 12%, Average Future Daily Traffic: 225,377 (year 2029), Design Load: HS 20, Features Intersected: CALIFORNIA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.300, Lanes on structure: 8, Lanes under structure: 5, 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: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0929G, Location: 08-SBD-210-R33.04-RDL (Lat: 34.066667, Lng: -117.196667), Route carried "on" structure: Ramp State highway 210, Year Built: 1992, Status: Open, Structure Length: 79.07m (259.42ft), Average Daily Traffic: 13,000 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 21,361 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 10 & CONN RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.040, Lanes on structure: 2, Lanes under structure: 23, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), 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: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0930F, Location: 08-SBD-010-29.83-RDL (Lat: 34.068333, Lng: -117.198333), Route carried "on" structure: Ramp Interstate 10, Year Built: 1992, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 11,900 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 12,880 (year 2029), 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, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: 26,600 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 28,851 (year 2029), 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: 2, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0931R, Location: 08-SBD-210-R32.84-RDL (Lat: 34.070000, Lng: -117.200000), Route carried "on" structure: State highway 210, Year Built: 1992, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 37,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 60,000 (year 2026), 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: 3, 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: 54.0 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0932L, Location: 08-SBD-210-R32.34-RDL (Lat: 34.078333, Lng: -117.198333), Route carried "on" structure: State highway 210, Year Built: 1984, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 45,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 72,000 (year 2026), 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: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0932R, Location: 08-SBD-210-R32.34-RDL (Lat: 34.078333, Lng: -117.198333), Route carried "on" structure: State highway 210, Year Built: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 45,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 72,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: SAN BERNARDINO AVE, Facility Carried by Structure: STATE ROUTE 30 EB 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: 54.0 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: 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 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0933L, Location: 08-SBD-210-R32.08-RDL (Lat: 34.081667, Lng: -117.198333), Route carried "on" structure: State highway 210, Year Built: 1984, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 45,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 72,000 (year 2026), 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: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0933R, Location: 08-SBD-210-R32.08-RDL (Lat: 34.081667, Lng: -117.198333), Route carried "on" structure: State highway 210, Year Built: 1992, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 45,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 72,000 (year 2026), 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: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0934L, Location: 08-SBD-210-R31.16-RDL (Lat: 34.093333, Lng: -117.198333), Route carried "on" structure: State highway 210, Year Built: 1984, Status: Open, Structure Length: 26.30m (86.29ft), Average Daily Traffic: 45,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 72,000 (year 2026), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0934R, Location: 08-SBD-210-R31.16-RDL (Lat: 34.093333, Lng: -117.198333), Route carried "on" structure: State highway 210, Year Built: 1992, Status: Open, Structure Length: 26.24m (86.09ft), Average Daily Traffic: 45,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 72,000 (year 2026), 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: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0937G, Location: 08-SBD-210-R33.2-RDL (Lat: 34.066667, Lng: -117.203333), Route carried "on" structure: Ramp State highway 210, Year Built: 1992, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 13,000 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 20,026 (year 2029), 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, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), 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: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 54 0938G, Location: 08-SBD-010-29.7-RDL (Lat: 34.065000, Lng: -117.200000), Route carried "on" structure: Ramp Interstate 10, Year Built: 1992, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 14,700 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 17,044 (year 2029), 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: Satisfactory, Channel: Excellent, 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: 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 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2007 Find on map >>
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: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Discuss this city on our hugely popular California forum Back to: Redlands, CA, California, All US cities.
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