Bridge Statistics for Winnemucca, Nevada (NV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 656ft / 200mTotal length
- $4,835,000Total costs
- 141,350Total average daily traffic
- 25,616Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Winnemucca
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 51960-1969
- 221970-1979
- 21980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 8.7%Very good
- 52.2%Good
- 39.1%Satisfactory
- Bridge Condition - Superstructure
- 60.9%Good
- 26.1%Satisfactory
- 13.0%Fair
- Bridge Condition - Substructure
- 73.9%Good
- 26.1%Satisfactory
- Bridge Condition - Channel
- 40.0%Good
- 20.0%Satisfactory
- 40.0%Fair
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Structure Number: B 223, Location: WINNEMUCCA (Lat: 40.975467, Lng: -117.739508), Route carried "on" structure: US 95, Year Built: 1986, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B 223, Location: WINNEMUCCA (Lat: 40.975467, Lng: -117.739508), Route carried "on" structure: US 95, Year Built: 1986, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B1479, Location: WINNEMUCCA (Lat: 40.975967, Lng: -117.738214), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 663 (year 2040), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RVR OVRFLOW, Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B1479, Location: WINNEMUCCA (Lat: 40.975967, Lng: -117.738214), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 663 (year 2040), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RVR OVRFLOW, Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B1653, Location: EAST OF WINNEMUCCA (Lat: 40.986261, Lng: -117.696342), Route carried "on" structure: Ramp Interstate 80, Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 220 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 243 (year 2040), Design Load: HS 20+Mod, Features Intersected: HARMONY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021
Structure Number: B1653, Location: EAST OF WINNEMUCCA (Lat: 40.986261, Lng: -117.696342), Route carried "on" structure: Ramp Interstate 80, Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 220 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 243 (year 2040), Design Load: HS 20+Mod, Features Intersected: HARMONY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021
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Structure Number: B1656, Location: WINNEMUCCA (Lat: 40.976553, Lng: -117.739222), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 2004, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 663 (year 2040), Features Intersected: HUMBOLDT RIVER, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $588,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: B1656, Location: WINNEMUCCA (Lat: 40.976553, Lng: -117.739222), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 2004, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 663 (year 2040), Features Intersected: HUMBOLDT RIVER, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $588,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: B1657, Location: EAST OF WINNEMUCCA (Lat: 40.998875, Lng: -117.724303), Route carried "on" structure: State highway 795, Year Built: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,768 (year 2040), Design Load: HS 20, Features Intersected: HUMBOLDT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 59.0 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B1657, Location: EAST OF WINNEMUCCA (Lat: 40.998875, Lng: -117.724303), Route carried "on" structure: State highway 795, Year Built: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,768 (year 2040), Design Load: HS 20, Features Intersected: HUMBOLDT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 59.0 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G 224, Location: WINNEMUCCA (Lat: 40.977017, Lng: -117.741203), Route carried "on" structure: US 95, Year Built: 1999, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: G 224, Location: WINNEMUCCA (Lat: 40.977017, Lng: -117.741203), Route carried "on" structure: US 95, Year Built: 1999, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: G 872E, Location: WINNEMUCCA (Lat: 40.982017, Lng: -117.720872), Route carried "on" structure: Interstate 80, Year Built: 1979, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,600 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 5,083 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.82m (32.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,119,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,678,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G 872E, Location: WINNEMUCCA (Lat: 40.982017, Lng: -117.720872), Route carried "on" structure: Interstate 80, Year Built: 1979, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,600 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 5,083 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.82m (32.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,119,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,678,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G 872R, Location: WINNEMUCCA (Lat: 40.982575, Lng: -117.720136), Route carried "on" structure: Ramp Interstate 80, Year Built: 1979, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,215 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.81m (28.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,062,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G 872R, Location: WINNEMUCCA (Lat: 40.982575, Lng: -117.720136), Route carried "on" structure: Ramp Interstate 80, Year Built: 1979, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,215 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.81m (28.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,062,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G 872W, Location: WINNEMUCCA (Lat: 40.982269, Lng: -117.720672), Route carried "on" structure: Interstate 80, Year Built: 1979, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.81m (28.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,507,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G 872W, Location: WINNEMUCCA (Lat: 40.982269, Lng: -117.720672), Route carried "on" structure: Interstate 80, Year Built: 1979, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.81m (28.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,507,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G1153, Location: WINNEMUCCA (Lat: 40.964567, Lng: -117.735336), Route carried "on" structure: State highway 787, Year Built: 1967, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 13,259 (year 2040), Design Load: HS 20, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G1153, Location: WINNEMUCCA (Lat: 40.964567, Lng: -117.735336), Route carried "on" structure: State highway 787, Year Built: 1967, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 13,259 (year 2040), Design Load: HS 20, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H 865W, Location: WEST OF WINNEMUCCA (Lat: 40.924719, Lng: -117.817436), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,500 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 4,972 (year 2040), Design Load: HS 20+Mod, Features Intersected: McNITCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.865, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H 865W, Location: WEST OF WINNEMUCCA (Lat: 40.924719, Lng: -117.817436), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,500 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 4,972 (year 2040), Design Load: HS 20+Mod, Features Intersected: McNITCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.865, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H 869E, Location: WINNEMUCCA (Lat: 40.975047, Lng: -117.738869), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 4,033 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: H 869E, Location: WINNEMUCCA (Lat: 40.975047, Lng: -117.738869), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 4,033 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: H 869W, Location: WINNEMUCCA (Lat: 40.974919, Lng: -117.738678), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 4,033 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: H 869W, Location: WINNEMUCCA (Lat: 40.974919, Lng: -117.738678), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 4,033 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: H1256E, Location: WEST OF WINNEMUCCA (Lat: 40.944936, Lng: -117.765861), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,250 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 4,696 (year 2040), Design Load: HS 20+Mod, Features Intersected: FR HU15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.784, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H1256E, Location: WEST OF WINNEMUCCA (Lat: 40.944936, Lng: -117.765861), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,250 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 4,696 (year 2040), Design Load: HS 20+Mod, Features Intersected: FR HU15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.784, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: H1256W, Location: WEST OF WINNEMUCCA (Lat: 40.945217, Lng: -117.765769), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,250 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 4,696 (year 2040), Design Load: HS 20+Mod, Features Intersected: FR HU15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.784, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: H1256W, Location: WEST OF WINNEMUCCA (Lat: 40.945217, Lng: -117.765769), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,250 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 4,696 (year 2040), Design Load: HS 20+Mod, Features Intersected: FR HU15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.784, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 862, Location: WEST OF WINNEMUCCA (Lat: 40.896961, Lng: -117.890731), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2040), 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: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: I 862, Location: WEST OF WINNEMUCCA (Lat: 40.896961, Lng: -117.890731), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 210 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2040), 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: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I 868, Location: WINNEMUCCA (Lat: 40.954450, Lng: -117.752003), Route carried "on" structure: US 95, Year Built: 1976, Status: Open, Structure Length: 13.51m (44.32ft), Average Daily Traffic: 7,300 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 9,950 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.300, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: I 868, Location: WINNEMUCCA (Lat: 40.954450, Lng: -117.752003), Route carried "on" structure: US 95, Year Built: 1976, Status: Open, Structure Length: 13.51m (44.32ft), Average Daily Traffic: 7,300 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 9,950 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.300, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: I 871E, Location: WINNEMUCCA (Lat: 40.980486, Lng: -117.728117), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 9,950 (year 2040), Design Load: HS 20+Mod, Features Intersected: DOWNTOWN INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I 871E, Location: WINNEMUCCA (Lat: 40.980486, Lng: -117.728117), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 9,950 (year 2040), Design Load: HS 20+Mod, Features Intersected: DOWNTOWN INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 871W, Location: WINNEMUCCA (Lat: 40.980706, Lng: -117.727956), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 9,950 (year 2040), Design Load: HS 20+Mod, Features Intersected: DOWNTOWN INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I 871W, Location: WINNEMUCCA (Lat: 40.980706, Lng: -117.727956), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,650 (year 2017), Truck Traffic: 38%, Average Future Daily Traffic: 9,950 (year 2040), Design Load: HS 20+Mod, Features Intersected: DOWNTOWN INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.771, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 873, Location: WINNEMUCCA (Lat: 40.987400, Lng: -117.693864), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 1,878 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: E WINNEMUCCA BLVD
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: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 76.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I 873, Location: WINNEMUCCA (Lat: 40.987400, Lng: -117.693864), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 1,878 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: E WINNEMUCCA BLVD
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: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 76.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 874E, Location: EAST OF WINNEMUCCA (Lat: 41.019550, Lng: -117.578575), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1973, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 5,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUTTON POINT EXIT 187
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.100, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: I 874E, Location: EAST OF WINNEMUCCA (Lat: 41.019550, Lng: -117.578575), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1973, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 5,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUTTON POINT EXIT 187
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.100, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I 874W, Location: EAST OF WINNEMUCCA (Lat: 41.019692, Lng: -117.578339), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1973, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 5,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUTTON POINT EXIT 187
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.100, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: I 874W, Location: EAST OF WINNEMUCCA (Lat: 41.019692, Lng: -117.578339), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1973, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 5,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUTTON POINT EXIT 187
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.100, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), 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: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I 875E, Location: EAST OF WINNEMUCCA (Lat: 40.840094, Lng: -117.190819), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 36%, Average Future Daily Traffic: 4,309 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.950, 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: I 875E, Location: EAST OF WINNEMUCCA (Lat: 40.840094, Lng: -117.190819), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 36%, Average Future Daily Traffic: 4,309 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.950, 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: I 875W, Location: EAST OF WINNEMUCCA (Lat: 40.840569, Lng: -117.190156), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 36%, Average Future Daily Traffic: 4,309 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.950, 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: I 875W, Location: EAST OF WINNEMUCCA (Lat: 40.840569, Lng: -117.190156), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,900 (year 2017), Truck Traffic: 36%, Average Future Daily Traffic: 4,309 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.950, 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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: I1255, Location: WEST OF WINNEMUCCA (Lat: 40.931283, Lng: -117.799653), Route carried "on" structure: Business County highway , Year Built: 1970, Year Reconstructed: 1988, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 11,000 (year 2040), 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: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: I1255, Location: WEST OF WINNEMUCCA (Lat: 40.931283, Lng: -117.799653), Route carried "on" structure: Business County highway , Year Built: 1970, Year Reconstructed: 1988, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 11,000 (year 2040), 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: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G 31, Location: WINNEMUCCA (Lat: 40.976608, Lng: -117.725892), Route carried "under" structure: State highway 794, Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2017), Truck Traffic: 8%, Features Intersected: SR 794, Facility Carried by Structure: SPRR
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.375, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: G 31, Location: WINNEMUCCA (Lat: 40.976608, Lng: -117.725892), Route carried "under" structure: State highway 794, Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2017), Truck Traffic: 8%, Features Intersected: SR 794, Facility Carried by Structure: SPRR
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.375, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
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Structure Number: H 869E, Location: WINNEMUCCA (Lat: 40.975047, Lng: -117.738869), Route carried "under" structure: US 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2009), Truck Traffic: 3%, Features Intersected: US 95, Facility Carried by Structure: I 80E
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: H 869E, Location: WINNEMUCCA (Lat: 40.975047, Lng: -117.738869), Route carried "under" structure: US 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2009), Truck Traffic: 3%, Features Intersected: US 95, Facility Carried by Structure: I 80E
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: H 869W, Location: WINNEMUCCA (Lat: 40.974919, Lng: -117.738678), Route carried "under" structure: US 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2009), Truck Traffic: 3%, Features Intersected: US 95, Facility Carried by Structure: I 80W
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: H 869W, Location: WINNEMUCCA (Lat: 40.974919, Lng: -117.738678), Route carried "under" structure: US 95, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 6,750 (year 2009), Truck Traffic: 3%, Features Intersected: US 95, Facility Carried by Structure: I 80W
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 286.988, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: I 862, Location: WEST OF WINNEMUCCA (Lat: 40.896961, Lng: -117.890731), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2009), Truck Traffic: 3%, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: I 862, Location: WEST OF WINNEMUCCA (Lat: 40.896961, Lng: -117.890731), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2009), Truck Traffic: 3%, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: I 868, Location: WINNEMUCCA (Lat: 40.954450, Lng: -117.752003), Route carried "under" structure: Interstate 80, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,057 (year 2009), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: US 95
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 734.300, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: I 868, Location: WINNEMUCCA (Lat: 40.954450, Lng: -117.752003), Route carried "under" structure: Interstate 80, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,057 (year 2009), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: US 95
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 734.300, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: I 873, Location: WINNEMUCCA (Lat: 40.987400, Lng: -117.693864), Route carried "under" structure: Interstate 80, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 6,393 (year 2009), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: E WINNEMUCCA BLVD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: I 873, Location: WINNEMUCCA (Lat: 40.987400, Lng: -117.693864), Route carried "under" structure: Interstate 80, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 6,393 (year 2009), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: E WINNEMUCCA BLVD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: I1255, Location: WEST OF WINNEMUCCA (Lat: 40.931283, Lng: -117.799653), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 6,520 (year 2009), Truck Traffic: 3%, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: I1255, Location: WEST OF WINNEMUCCA (Lat: 40.931283, Lng: -117.799653), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 6,520 (year 2009), Truck Traffic: 3%, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)