Bridge Statistics for Verdi-Mogul, Nevada (NV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 525ft / 160mTotal length
- $14,387,000Total costs
- 220,543Total average daily traffic
- 31,983Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Verdi-Mogul
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 161960-1969
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 46.2%Good
- 53.8%Satisfactory
- Bridge Condition - Superstructure
- 7.7%Very good
- 23.1%Good
- 46.2%Satisfactory
- 23.1%Fair
- Bridge Condition - Substructure
- 38.5%Good
- 46.2%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: B 378, Location: EAST SIDE OF VERDI (Lat: 39.521586, Lng: -119.975011), Route carried "on" structure: State highway 425, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: May 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B 378, Location: EAST SIDE OF VERDI (Lat: 39.521586, Lng: -119.975011), Route carried "on" structure: State highway 425, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,600 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: May 2020, Underwater Inspection Date: August 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: B 38, Location: WEST OF VERDI (Lat: 39.513719, Lng: -119.996889), Route carried "on" structure: State highway 425, Year Built: 1939, Year Reconstructed: 1990, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B 38, Location: WEST OF VERDI (Lat: 39.513719, Lng: -119.996889), Route carried "on" structure: State highway 425, Year Built: 1939, Year Reconstructed: 1990, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: August 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: B 417, Location: VERDI (Lat: 39.517100, Lng: -119.992056), Route carried "on" structure: State highway 425, Year Built: 1949, Year Reconstructed: 1990, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 59.4 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B 417, Location: VERDI (Lat: 39.517100, Lng: -119.992056), Route carried "on" structure: State highway 425, Year Built: 1949, Year Reconstructed: 1990, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 59.4 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: January 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: B 764E, Location: SOUTHWEST OF VERDI (Lat: 39.510242, Lng: -119.995164), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B 764E, Location: SOUTHWEST OF VERDI (Lat: 39.510242, Lng: -119.995164), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B 764W, Location: SOUTHWEST OF VERDI (Lat: 39.510475, Lng: -119.995208), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.082, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B 764W, Location: SOUTHWEST OF VERDI (Lat: 39.510475, Lng: -119.995208), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.082, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B 766, Location: SOUTHWEST OF VERDI (Lat: 39.509964, Lng: -119.994119), Route carried "on" structure: Other road , Year Built: 1962, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 230 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 571 (year 2040), Design Load: H 15, Features Intersected: POWER CANAL, Facility Carried by Structure: FR WA02/CRYSTAL PK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B 766, Location: SOUTHWEST OF VERDI (Lat: 39.509964, Lng: -119.994119), Route carried "on" structure: Other road , Year Built: 1962, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 230 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 571 (year 2040), Design Load: H 15, Features Intersected: POWER CANAL, Facility Carried by Structure: FR WA02/CRYSTAL PK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B 82, Location: NEAR VERDI (Lat: 39.511064, Lng: -119.965267), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 68,004 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.807, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000
Structure Number: B 82, Location: NEAR VERDI (Lat: 39.511064, Lng: -119.965267), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 27,400 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 68,004 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.807, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000
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Structure Number: B1053, Location: WEST OF MOGUL (Lat: 39.512372, Lng: -119.931642), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: HIGHLAND DITCH (OLD), Facility Carried by Structure: FR WA05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B1053, Location: WEST OF MOGUL (Lat: 39.512372, Lng: -119.931642), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: HIGHLAND DITCH (OLD), Facility Carried by Structure: FR WA05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: G 765E, Location: SOUTHWEST OF VERDI (Lat: 39.511353, Lng: -119.992967), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 14.42m (47.31ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR AND POWER CANAL
Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 5.332, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.21m (49.90ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $1,634,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: G 765E, Location: SOUTHWEST OF VERDI (Lat: 39.511353, Lng: -119.992967), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 14.42m (47.31ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR AND POWER CANAL
Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 5.332, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.21m (49.90ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $1,634,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: G 765W, Location: SOUTHWEST OF VERDI (Lat: 39.511631, Lng: -119.992939), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR AND POWER CANAL
Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 5.332, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: G 765W, Location: SOUTHWEST OF VERDI (Lat: 39.511631, Lng: -119.992939), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 17,250 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,813 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPRR AND POWER CANAL
Minimum Vertical Clearance: 8.99m (29.49ft), Kilometerpoint: 5.332, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: G 772E, Location: WEST OF RENO (Lat: 39.511508, Lng: -119.953303), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 32.61m (106.99ft), Average Daily Traffic: 17,500 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 43,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.057, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,503,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: G 772E, Location: WEST OF RENO (Lat: 39.511508, Lng: -119.953303), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 32.61m (106.99ft), Average Daily Traffic: 17,500 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 43,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.057, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,503,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: G 772W, Location: WEST OF RENO (Lat: 39.511697, Lng: -119.953633), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 32.61m (106.99ft), Average Daily Traffic: 17,500 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 43,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $3,503,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: G 772W, Location: WEST OF RENO (Lat: 39.511697, Lng: -119.953633), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 32.61m (106.99ft), Average Daily Traffic: 17,500 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 43,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRUCKEE RIVER & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $3,503,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 763, Location: VERDI (Lat: 39.507039, Lng: -119.998767), Route carried "on" structure: State highway 425, Year Built: 1962, Year Reconstructed: 1975, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,200 (year 2040), 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, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I 763, Location: VERDI (Lat: 39.507039, Lng: -119.998767), Route carried "on" structure: State highway 425, Year Built: 1962, Year Reconstructed: 1975, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 9,200 (year 2040), 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, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 77, Location: WEST OF RENO (Lat: 39.510811, Lng: -119.964386), Route carried "on" structure: Other road , Year Built: 1964, Year Reconstructed: 1975, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 2,600 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 6,453 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: GARSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,048,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I 77, Location: WEST OF RENO (Lat: 39.510811, Lng: -119.964386), Route carried "on" structure: Other road , Year Built: 1964, Year Reconstructed: 1975, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 2,600 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 6,453 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: GARSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,048,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 774W, Location: WEST OF RENO (Lat: 39.514678, Lng: -119.926083), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 17,200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,689 (year 2040), Design Load: HS 20+Mod, Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.418, 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I 774W, Location: WEST OF RENO (Lat: 39.514678, Lng: -119.926083), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 17,200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 42,689 (year 2040), Design Load: HS 20+Mod, Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.418, 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I 763, Location: VERDI (Lat: 39.507039, Lng: -119.998767), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,313 (year 2008), Truck Traffic: 11%, Features Intersected: I 80, Facility Carried by Structure: SR425 THIRD ST
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: I 763, Location: VERDI (Lat: 39.507039, Lng: -119.998767), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,313 (year 2008), Truck Traffic: 11%, Features Intersected: I 80, Facility Carried by Structure: SR425 THIRD ST
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: I 77, Location: WEST OF RENO (Lat: 39.510811, Lng: -119.964386), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 29,200 (year 2009), Truck Traffic: 10%, Features Intersected: I 80, Facility Carried by Structure: GARSON RD
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: I 77, Location: WEST OF RENO (Lat: 39.510811, Lng: -119.964386), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 29,200 (year 2009), Truck Traffic: 10%, Features Intersected: I 80, Facility Carried by Structure: GARSON RD
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: I 773E, Location: WEST OF RENO (Lat: 39.511939, Lng: -119.948442), Route carried "under" structure: State highway 425, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,850 (year 2008), Truck Traffic: 5%, Features Intersected: SR425 THIRD ST, Facility Carried by Structure: I 80E
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 9.297, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: I 773E, Location: WEST OF RENO (Lat: 39.511939, Lng: -119.948442), Route carried "under" structure: State highway 425, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,850 (year 2008), Truck Traffic: 5%, Features Intersected: SR425 THIRD ST, Facility Carried by Structure: I 80E
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 9.297, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: I 773W, Location: WEST OF RENO (Lat: 39.512158, Lng: -119.948586), Route carried "under" structure: State highway 425, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,850 (year 2008), Truck Traffic: 5%, Features Intersected: SR425 THIRD ST, Facility Carried by Structure: I 80W
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 9.297, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: I 773W, Location: WEST OF RENO (Lat: 39.512158, Lng: -119.948586), Route carried "under" structure: State highway 425, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,850 (year 2008), Truck Traffic: 5%, Features Intersected: SR425 THIRD ST, Facility Carried by Structure: I 80W
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 9.297, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)