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Bridge Statistics for Carlin, Nevada (NV) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Carlin, NV, Nevada, Nevada forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 95 meters (312ft) Total costs: $194,000 Total average daily traffic: 57,505 Total average daily truck traffic: 11,012 National Bridge Inventory (NBI) Registered Bridges for Carlin
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: B 45, Location: EAST OF CARLIN (Lat: 40.725000, Lng: -116.076667), Route carried "on" structure: Other road EU05, Year Built: 1986, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 330 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2026), Design Load: HS 20+Mod, Features Intersected: SUSIE CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Channel: Satisfactory, 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, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B 398, Location: EAST OF CARLIN (Lat: 40.720000, Lng: -116.093333), Route carried "on" structure: State highway 221, Year Built: 1986, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,750 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: MAGGIE CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Channel: Fair, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B 581, Location: CARLIN (Lat: 40.698333, Lng: -116.126667), Route carried "on" structure: State highway 278, Year Built: 1954, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 605 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 900 (year 2026), Design Load: HS 20, Features Intersected: HUMBOLDT RVR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B1066E, Location: WEST OF ELKO (Lat: 40.723567, Lng: -116.017856), Route carried "on" structure: Interstate 80, Year Built: 1971, Year Reconstructed: 1980, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 10,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RVR & OLD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.994, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Total Project Cost: $97,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: B1066W, Location: WEST OF ELKO (Lat: 40.723633, Lng: -116.017397), Route carried "on" structure: Interstate 80, Year Built: 1971, Year Reconstructed: 1980, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 10,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RIVER & OLD RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.994, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2005, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Total Project Cost: $97,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: B1113W, Location: WEST OF ELKO (Lat: 40.714292, Lng: -115.989772), Route carried "on" structure: Interstate 80, Year Built: 1971, Year Reconstructed: 1980, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 14,883 (year 2026), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.635, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.0 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 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: I 889, Location: WEST OF CARLIN (Lat: 40.648333, Lng: -116.261667), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 35 (year 2026), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD 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: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Bituminous Find on map >>
Structure Number: I 890E, Location: WEST OF CARLIN (Lat: 40.658333, Lng: -116.261667), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,555 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 6,250 (year 2026), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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: High priority of corrective action, 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: Bituminous Find on map >>
Structure Number: I 890W, Location: WEST OF CARLIN (Lat: 40.658333, Lng: -116.261667), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,555 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 6,250 (year 2026), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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: High priority of corrective action, 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: Bituminous Find on map >>
Structure Number: I 891E, Location: WEST OF CARLIN (Lat: 40.720000, Lng: -116.126667), Route carried "on" structure: Interstate 80, Year Built: 1976, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,500 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR278 CARLIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 449.920, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: Bituminous Find on map >>
Structure Number: I 891W, Location: WEST OF CARLIN (Lat: 40.720000, Lng: -116.126667), Route carried "on" structure: Interstate 80, Year Built: 1976, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,500 (year 2006), Truck Traffic: 31%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR278 CARLIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 449.920, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: Bituminous Find on map >>
Structure Number: I 892, Location: CARLIN (Lat: 40.725000, Lng: -116.101667), Route carried "on" structure: State highway 766, Year Built: 1967, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 3,250 (year 2006), Truck Traffic: 24%, Average Future Daily Traffic: 5,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: I 80 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: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Bituminous Find on map >>
Structure Number: I 896, Location: EAST OF CARLIN (Lat: 40.725000, Lng: -116.078333), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 165 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2026), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: COUNTY ROAD 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: 10.9m (35.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 42.8 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: Somewhat better than minimum adequacy, 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: Bituminous Find on map >>
Structure Number: I 889, Location: WEST OF CARLIN (Lat: 40.648333, Lng: -116.261667), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,000 (year 2006), Truck Traffic: 4%, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 432.881, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: I 892, Location: CARLIN (Lat: 40.725000, Lng: -116.101667), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 5,600 (year 2006), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: SR766 NEWMONT MINE Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 452.153, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: I 896, Location: EAST OF CARLIN (Lat: 40.725000, Lng: -116.078333), Route carried "under" structure: Interstate 80, Year Built: 1976, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 9,670 (year 2006), Truck Traffic: 4%, Features Intersected: I 80, Facility Carried by Structure: COUNTY ROAD Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 454.272, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.8m (137.1ft) Discuss this city on our hugely popular Nevada forum Back to: Carlin, NV, Nevada, All US cities.
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