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Bridge Statistics for Needles, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Needles, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 269 meters (883ft) Total average daily traffic: 591,630 Total average daily truck traffic: 240,635 National Bridge Inventory (NBI) Registered Bridges for Needles
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 54 0508L, Location: 08-SBD-040-144.38-NED (Lat: 34.815000, Lng: -114.593333), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 18,856 (year 2026), Design Load: HS 20, Features Intersected: ICE HOUSE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.380, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54 0508R, Location: 08-SBD-040-144.38-NED (Lat: 34.815000, Lng: -114.593333), Route carried "on" structure: Interstate 40, Year Built: 1957, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,664 (year 2026), Design Load: HS 20, Features Intersected: ICE HOUSE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.380, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54 0701L, Location: 08-SBD-040-R138.51-NED (Lat: 34.877083, Lng: -114.660500), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: BUZZARD WASH OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.510, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.4 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0701R, Location: 08-SBD-040-R138.51-NED (Lat: 34.876889, Lng: -114.660556), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: BUZZARD WASH OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.510, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.4 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0702S, Location: 08-SBD-040-R139.12-NED (Lat: 34.871556, Lng: -114.652194), Route carried "on" structure: Ramp County highway , Year Built: 1967, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 696 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 40, Facility Carried by Structure: E40-PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.120, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 35.7m (117.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0703L, Location: 08-SBD-040-R139.23-NED (Lat: 34.870333, Lng: -114.650444), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: COYOTE WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.230, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0703R, Location: 08-SBD-040-R139.23-NED (Lat: 34.870222, Lng: -114.650778), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: COYOTE WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.230, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0704L, Location: 08-SBD-040-R139.82-NED (Lat: 34.864944, Lng: -114.642500), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: FOX WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.820, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0704R, Location: 08-SBD-040-R139.82-NED (Lat: 34.864889, Lng: -114.642778), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: FOX WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.820, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54 0705L, Location: 08-SBD-040-R140-NED (Lat: 34.863333, Lng: -114.640111), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: FOX WASH OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0705R, Location: 08-SBD-040-R140-NED (Lat: 34.863194, Lng: -114.640222), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: FOX WASH OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.000, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0706L, Location: 08-SBD-040-R140.11-NED (Lat: 34.862417, Lng: -114.638861), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: LEMMING WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.110, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0706R, Location: 08-SBD-040-R140.11-NED (Lat: 34.862083, Lng: -114.639000), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: LEMMING WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.110, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0707L, Location: 08-SBD-040-R140.72-NED (Lat: 34.855972, Lng: -114.630250), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: ROADRUNNER WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.720, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0707R, Location: 08-SBD-040-R140.72-NED (Lat: 34.856500, Lng: -114.630528), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 14,500 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,530 (year 2026), Design Load: HS 20, Features Intersected: ROADRUNNER WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.720, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0808, Location: 08-SBD-040-R141.02-NED (Lat: 34.853694, Lng: -114.626444), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 40, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 82.6 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0811L, Location: 08-SBD-040-R141.47-NED (Lat: 34.850000, Lng: -114.620000), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,900 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 21,400 (year 2026), Design Load: HS 20, Features Intersected: "S" STREET CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.470, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 21.6m (70.9ft), 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: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54 0811R, Location: 08-SBD-040-R141.47-NED (Lat: 34.850000, Lng: -114.620000), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,900 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 21,400 (year 2026), Design Load: HS 20, Features Intersected: "S" STREET CHANNNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.470, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0812L, Location: 08-SBD-040-R141.62-NED (Lat: 34.848333, Lng: -114.617389), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 13,400 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 18,048 (year 2026), Design Load: HS 20, Features Intersected: NEEDLES HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.620, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0812R, Location: 08-SBD-040-R141.62-NED (Lat: 34.848333, Lng: -114.617556), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,664 (year 2026), Design Load: HS 20, Features Intersected: NEEDLES HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.620, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0813L, Location: 08-SBD-040-R141.97-NED (Lat: 34.845000, Lng: -114.613861), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 14,900 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 20,000 (year 2026), Design Load: HS 20, Features Intersected: BNSF RY & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.970, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0813R, Location: 08-SBD-040-R141.97-NED (Lat: 34.845000, Lng: -114.614000), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 15,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 21,011 (year 2026), Design Load: HS 20, Features Intersected: BNSF RY & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.970, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0814L, Location: 08-SBD-040-R142.37-NED (Lat: 34.839750, Lng: -114.611361), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 20,261 (year 2029), Design Load: HS 20, Features Intersected: "J" STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.370, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0814R, Location: 08-SBD-040-R142.37-NED (Lat: 34.839667, Lng: -114.611444), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,664 (year 2026), Design Load: HS 20, Features Intersected: "J" STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.370, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0815, Location: 08-SBD-040-R142.97-NED (Lat: 34.833056, Lng: -114.605306), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,900 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,300 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 40, Facility Carried by Structure: "D" STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0819L, Location: 08-SBD-040-R143.74-NED (Lat: 34.824278, Lng: -114.596972), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 23,840 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.740, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0819R, Location: 08-SBD-040-R143.74-NED (Lat: 34.823972, Lng: -114.597083), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 19,664 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.740, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0820L, Location: 08-SBD-040-R142.2-NED (Lat: 34.841667, Lng: -114.612250), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 20,100 (year 2026), Design Load: HS 20, Features Intersected: "L" STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.200, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0820R, Location: 08-SBD-040-R142.2-NED (Lat: 34.841667, Lng: -114.612333), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 20,000 (year 2026), Design Load: HS 20, Features Intersected: "L" STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.200, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 1033, Location: 08-SBD-040-R143.11-NED (Lat: 34.831667, Lng: -114.601667), Route carried "on" structure: Interstate 40, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 29,100 (year 2006), Truck Traffic: 46%, Average Future Daily Traffic: 39,193 (year 2026), Design Load: HS 20, Features Intersected: NEEDLES FLOOD CONTROL CH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.110, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 54C0345, Location: 0.3 MI S'LY OF RIVER RD (Lat: 34.844067, Lng: -114.612650), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 5,101 (year 2029), Design Load: HS 20, Features Intersected: BNSF RY & AMTRAK, Facility Carried by Structure: WEST BROADWAY 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: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: October 2007, Other Special Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54C0346, Location: 0.45 MI N/O RTE 40 (Lat: 34.830600, Lng: -114.595383), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,500 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 5,101 (year 2029), Design Load: H 15, Features Intersected: NEEDLES FLOOD CONTROL CH, Facility Carried by Structure: E BROADWAY 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft) Condition: Channel: Very good, Culverts: Fair, 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: 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: October 2007 Find on map >>
Structure Number: 54C0349, Location: 0.25 MI N/O RIVER RD (Lat: 34.851944, Lng: -114.608889), Route carried "on" structure: City street W614, Year Built: 1978, Status: Open, Structure Length: 17.25m (56.59ft), Average Daily Traffic: 9,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 13,262 (year 2029), Design Load: HS 20+Mod, Features Intersected: COLORADO RIVER, Facility Carried by Structure: K STREET 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: November 2002, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54C0502, Location: 0.1 MI W OF RTE I-40 (Lat: 34.848400, Lng: -114.620183), Route carried "on" structure: City street W614, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 10,134 (year 2027), Design Load: HS 20, Features Intersected: S STREET CHANNEL, Facility Carried by Structure: RIVER RD(ARCH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 54C0503, Location: 0.1 MI N/O RTE 40 (Lat: 34.851033, Lng: -114.620000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 80 (year 2003), Average Future Daily Traffic: 102 (year 2029), Design Load: HS 20, Features Intersected: S STREET CHANNEL, Facility Carried by Structure: BUSH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 54 0702S, Location: 08-SBD-040-R139.12-NED (Lat: 34.871556, Lng: -114.652194), Route carried "under" structure: Interstate 40, Year Built: 1967, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 29,000 (year 2006), Truck Traffic: 46%, Features Intersected: ROUTE 40 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 13.912, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 54 0808, Location: 08-SBD-040-R141.02-NED (Lat: 34.853694, Lng: -114.626444), Route carried "under" structure: Interstate 40, Year Built: 1973, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 29,100 (year 2006), Truck Traffic: 46%, Features Intersected: INTERSTATE 40, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 14.102, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 54 0812L, Location: 08-SBD-040-R141.62-NED (Lat: 34.848333, Lng: -114.617389), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 30%, Features Intersected: NEEDLES HWY, Facility Carried by Structure: INTERSTATE 40 Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft) Find on map >>
Structure Number: 54 0812R, Location: 08-SBD-040-R141.62-NED (Lat: 34.848333, Lng: -114.617556), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,050 (year 1997), Truck Traffic: 37%, Features Intersected: NEEDLES HWY, Facility Carried by Structure: INTERSTATE 40 Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 14.162, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft) Find on map >>
Structure Number: 54 0814L, Location: 08-SBD-040-R142.37-NED (Lat: 34.839750, Lng: -114.611361), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 10%, Features Intersected: "J" STREET, Facility Carried by Structure: INTERSTATE 40 Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 14.237, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 54 0814R, Location: 08-SBD-040-R142.37-NED (Lat: 34.839667, Lng: -114.611444), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 10%, Features Intersected: "J" STREET, Facility Carried by Structure: INTERSTATE 40 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 14.237, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 54 0815, Location: 08-SBD-040-R142.97-NED (Lat: 34.833056, Lng: -114.605306), Route carried "under" structure: Interstate 40, Year Built: 1973, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 29,100 (year 2006), Truck Traffic: 46%, Features Intersected: ROUTE 40, Facility Carried by Structure: "D" STREET Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 14.297, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 54 0819L, Location: 08-SBD-040-R143.74-NED (Lat: 34.824278, Lng: -114.596972), Route carried "under" structure: US 95, Year Built: 1973, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 16%, Features Intersected: ROUTE 95, Facility Carried by Structure: ROUTE 40 WB Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 5.728, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 54 0819R, Location: 08-SBD-040-R143.74-NED (Lat: 34.823972, Lng: -114.597083), Route carried "under" structure: US 95, Year Built: 1973, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 16%, Features Intersected: ROUTE 95, Facility Carried by Structure: INTERSTATE 40 EB Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 5.728, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 54 0820L, Location: 08-SBD-040-R142.2-NED (Lat: 34.841667, Lng: -114.612250), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 10%, Features Intersected: "L" STREET, Facility Carried by Structure: INTERSTATE 40 Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: 54 0820R, Location: 08-SBD-040-R142.2-NED (Lat: 34.841667, Lng: -114.612333), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 10%, Features Intersected: "L" STREET, Facility Carried by Structure: INTERSTATE 40 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.422, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 54C001, Location: 0.35 MI S OF RIVER RD (Lat: 34.843056, Lng: -114.611033), Route carried "under" structure: City street , Year Built: 1926, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,500 (year 2003), Truck Traffic: 2%, Features Intersected: BNSF RY & AMTRAK, Facility Carried by Structure: K ST Minimum Vertical Clearance: 2.54m (8.33ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.3m (24.0ft) Discuss this city on our hugely popular California forum Back to: Needles, CA, California, All US cities.
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