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Bridge Statistics for Laughlin, Nevada (NV) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Laughlin, NV, Nevada, Nevada forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 59 meters (194ft) Total costs: $5,351,000 Total average daily traffic: 123,675 Total average daily truck traffic: 5,901 Total future (year 2025) average daily traffic: 206,600 National Bridge Inventory (NBI) Registered Bridges for Laughlin
Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: B1847, Location: LAUGHLIN (Lat: 35.172192, Lng: -114.569294), Route carried "on" structure: State highway 163, Year Built: 1987, Status: Open, Structure Length: 22.68m (74.41ft), Average Daily Traffic: 37,500 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 50,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: COLORADO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Navigation Control: Yes ( Vertical Clearance: 5.0m (16.4ft), Horizontal Clearance: 36.0m (118.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.68m (74.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $3,274,000, Roadway Improvement Cost: $327,000, Total Project Cost: $4,911,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B2176, Location: WEST LAUGHLIN (Lat: 35.165022, Lng: -114.625017), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,650 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: CANYON WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 70.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: B2177, Location: WEST LAUGHLIN (Lat: 35.152853, Lng: -114.625692), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRY WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to 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: September 2007 Find on map >>
Structure Number: B2179, Location: SW LAUGHLIN (Lat: 35.141400, Lng: -114.625772), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,925 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: HIKO SPRINGS WASH, Facility Carried by Structure: EL MIRAGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: B218, Location: SW LAUGHLIN (Lat: 35.132267, Lng: -114.622303), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 18,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: HIKO WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: B2181, Location: LAUGHLIN (Lat: 35.126322, Lng: -114.635458), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 5,850 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 10,950 (year 2026), Design Load: HS 20+Mod, Features Intersected: UNNAMED WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 23.6m (77.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B2182, Location: SW LAUGHLIN (Lat: 35.125275, Lng: -114.637675), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,850 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 10,950 (year 2026), Design Load: HS 20+Mod, Features Intersected: UNNAMED WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: B2186, Location: LAUGHLIN (Lat: 35.117936, Lng: -114.609364), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,900 (year 2026), Design Load: HS 20+Mod, Features Intersected: GOLF COURSE DRAINAGE, Facility Carried by Structure: CASINO DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: B2399, Location: WEST LAUGHLIN (Lat: 35.176900, Lng: -114.625119), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,650 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: BRIDGE CYN, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: B2459, Location: LAUGHLIN (Lat: 35.120311, Lng: -114.642889), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 5,850 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 10,950 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRY WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B246, Location: LAUGHLIN (Lat: 35.115269, Lng: -114.647472), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5,850 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 10,950 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRY WASH, Facility Carried by Structure: NEEDLES HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B2461, Location: LAUGHLIN (Lat: 35.110583, Lng: -114.649397), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,850 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 10,950 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRY WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B2875, Location: SW OF LAUGHLIN (Lat: 35.073533, Lng: -114.659575), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,450 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,600 (year 2025), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: B2876, Location: SW OF LAUGHLIN (Lat: 35.074192, Lng: -114.659125), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,450 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,600 (year 2025), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: B2877, Location: SW OF LAUGHLIN (Lat: 35.074608, Lng: -114.658767), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,450 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,600 (year 2025), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: B2878, Location: SW OF LAUGHLIN (Lat: 35.078558, Lng: -114.655650), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.24m (10.63ft), Average Daily Traffic: 2,450 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,600 (year 2025), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: B2902, Location: SOUTH OF LAUGHLIN (Lat: 35.053011, Lng: -114.675386), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 2,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,200 (year 2026), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Good, Structural Evaluation: High priority of corrective action, 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: B2903, Location: SOUTH OF LAUGHLIN (Lat: 35.063275, Lng: -114.667472), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,200 (year 2026), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: High priority of corrective action, 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: B2904, Location: SOUTH OF LAUGHLIN (Lat: 35.065781, Lng: -114.665592), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 2,900 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,200 (year 2026), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: High priority of corrective action, 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: M2183B, Location: SW OF LAUGHLIN (Lat: 35.104997, Lng: -114.650425), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 7,300 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 10,950 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRY WASH, Facility Carried by Structure: NEEDLES HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $440,000 ( Estimate for 2004) Discuss this city on our hugely popular Nevada forum Back to: Laughlin, NV, Nevada, All US cities.
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